{"id":477,"date":"2026-04-23T20:50:40","date_gmt":"2026-04-23T17:50:40","guid":{"rendered":"https:\/\/setaf2018.com\/?page_id=248"},"modified":"2026-07-01T01:57:06","modified_gmt":"2026-06-30T22:57:06","slug":"slope-stability","status":"publish","type":"page","link":"https:\/\/setaf2018.com\/en\/slope-stability\/","title":{"rendered":"Slope Stability"},"content":{"rendered":"\t\t<div data-elementor-type=\"wp-page\" data-elementor-id=\"477\" class=\"elementor elementor-477 elementor-248\" data-elementor-post-type=\"page\">\n\t\t\t\t<div class=\"elementor-element elementor-element-f304c84 e-con-full e-flex e-con e-parent\" data-id=\"f304c84\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-ddaf99e elementor-widget elementor-widget-html\" data-id=\"ddaf99e\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"html.default\">\n\t\t\t\t\t<section class=\"setaf-hero-master sh-slope-module\">\n    <div class=\"sh-container\">\n        <div class=\"sh-content\">\n            <div class=\"sh-badge\">SLOPE STABILITY &amp; SLOPE ANALYSIS<\/div>\n            <h1 class=\"sh-title\">\n                SETAF2018:  \n                <span class=\"sh-highlight\">Advanced Slope Stability Software<\/span>\n            <\/h1>\n            <p class=\"sh-description\">\n                Rapidly identify critical failure surfaces in complex terrain geometries with integrated 2D limit equilibrium analysis, reinforcement systems, and transparent geotechnical reporting. \n            <\/p>\n            <div class=\"sh-actions\">\n                <a href=\"#demo\" class=\"sh-btn-primary\">Analyze Now<\/a>\n                <a href=\"#methods\" class=\"sh-btn-secondary\">Analysis Methods<\/a>\n            <\/div>\n        <\/div>\n\n        <div class=\"sh-media-wrapper\">\n            <img decoding=\"async\" src=\"\/wp-content\/uploads\/2026\/04\/image-1.avif\" alt=\"SETAF2018 \u015eev Analizi\" class=\"sh-main-img\">\n            \n            <div class=\"sh-floating-label\">\n                <span class=\"sh-float-icon\">\ud83d\udcd0<\/span>\n                L\u0130M\u0130T DENGE PRENS\u0130PLER\u0130\n            <\/div>\n        <\/div>\n    <\/div>\n<\/section>\n\n<style>\n\/* Tasar\u0131m B\u00fct\u00fcnl\u00fc\u011f\u00fc \u0130\u00e7in Global Stil Z\u0131rh\u0131 *\/\n:root {\n    --setaf-green: #82A68E;\n    --setaf-dark: #111111;\n    --setaf-text: #555555;\n    --setaf-bg: #ffffff;\n}\n\n.setaf-hero-master {\n    width: 100%;\n    padding: 80px 0;\n    background: var(--setaf-bg);\n    overflow: hidden;\n}\n\n.sh-container {\n    max-width: 1300px;\n    margin: 0 auto;\n    display: flex;\n    align-items: center;\n    gap: 60px;\n    padding: 0 20px;\n}\n\n.sh-content { flex: 1.2; }\n\n.sh-badge {\n    display: inline-block;\n    padding: 6px 14px;\n    background: #f0f4f1;\n    color: var(--setaf-green);\n    border-radius: 6px;\n    font-size: 11px;\n    font-weight: 800;\n    letter-spacing: 1px;\n    margin-bottom: 24px;\n    border: 1px solid rgba(130, 166, 142, 0.2);\n    text-transform: uppercase;\n}\n\n.sh-title {\n    font-size: clamp(2.3rem, 4vw, 3.5rem);\n    font-weight: 900;\n    line-height: 1.1;\n    color: var(--setaf-dark);\n    letter-spacing: -2px;\n    margin-bottom: 25px;\n}\n\n.sh-highlight {\n    display: block;\n    color: var(--setaf-green);\n}\n\n.sh-description {\n    font-size: 1.2rem;\n    line-height: 1.7;\n    color: var(--setaf-text);\n    margin-bottom: 40px;\n    max-width: 650px;\n}\n\n.sh-actions {\n    display: flex;\n    gap: 15px;\n    flex-wrap: wrap;\n}\n\n.sh-btn-primary {\n    background: var(--setaf-green);\n    color: #fff !important;\n    padding: 18px 35px;\n    border-radius: 12px;\n    font-weight: 800;\n    text-decoration: none;\n    transition: 0.3s cubic-bezier(0.165, 0.84, 0.44, 1);\n    box-shadow: 0 10px 20px rgba(130, 166, 142, 0.2);\n}\n\n.sh-btn-secondary {\n    background: #f8f8f8;\n    color: var(--setaf-dark) !important;\n    padding: 18px 35px;\n    border-radius: 12px;\n    font-weight: 800;\n    text-decoration: none;\n    border: 1px solid #eee;\n    transition: 0.3s;\n}\n\n.sh-btn-primary:hover, .sh-btn-secondary:hover {\n    transform: translateY(-5px);\n    box-shadow: 0 15px 30px rgba(0,0,0,0.1);\n}\n\n.sh-media-wrapper {\n    flex: 1;\n    position: relative;\n}\n\n.sh-main-img {\n    width: 100%;\n    border-radius: 30px;\n    box-shadow: 0 30px 60px rgba(0,0,0,0.12);\n    display: block;\n    transform: perspective(1000px) rotateY(-3deg); \n}\n\n.sh-floating-label {\n    position: absolute;\n    bottom: 30px;\n    left: -20px;\n    background: var(--setaf-dark);\n    color: #fff;\n    padding: 15px 25px;\n    border-radius: 15px;\n    font-weight: 700;\n    font-size: 13px;\n    box-shadow: 0 15px 30px rgba(0,0,0,0.2);\n    display: flex;\n    align-items: center;\n    gap: 10px;\n}\n\n\/* Mobil Uyumluluk *\/\n@media (max-width: 992px) {\n    .sh-container { flex-direction: column; text-align: center; padding-top: 40px; }\n    .sh-description { margin-left: auto; margin-right: auto; }\n    .sh-actions { justify-content: center; }\n    .sh-main-img { transform: none; }\n    .sh-floating-label { left: 50%; transform: translateX(-50%); bottom: -20px; white-space: nowrap; }\n}\n<\/style>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-9284d2a e-flex e-con-boxed e-con e-parent\" data-id=\"9284d2a\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-bf60a8d elementor-widget elementor-widget-html\" data-id=\"bf60a8d\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"html.default\">\n\t\t\t\t\t<section class=\"setaf-slope-modelling\">\n    <div class=\"ssm-container\">\n        <div class=\"ssm-header\">\n            <p class=\"ssm-intro-line\">\n               Natural and engineered slopes require precise modeling, rapid iterations, and reliable slope stability software to ensure long-term safety. SETAF2018 automatically optimizes the critical slip surface with the lowest Factor of Safety (FS) under both static and pseudo-static seismic conditions using advanced limit equilibrium methods.\n\n            <\/p>\n        <\/div>\n\n        <div class=\"ssm-feature-split\">\n            <div class=\"ssm-media\">\n                <div class=\"ssm-img-wrapper\">\n                    <img decoding=\"async\" src=\"\/wp-content\/uploads\/2026\/04\/image.avif\" alt=\"SETAF2018 \u015eev Modelleme ve Optimizasyon\">\n                    <div class=\"ssm-floating-badge\">AUTOMATIC CRITICAL SURFACE<\/div>\n                <\/div>\n            <\/div>\n\n            <div class=\"ssm-content\">\n                <div class=\"ssm-step-label\">MODELING POWER<\/div>\n                <h2 class=\"ssm-main-title\">1. Flexible Slope Modeling <span>and Parametric Data Entry<\/span><\/h2>\n                <p class=\"ssm-main-desc\">\n                    Have full control while defining terrain shape and soil layers. Put an end to manual trial-and-error processes.\n                <\/p>\n\n                <div class=\"ssm-feature-stack\">\n                    <div class=\"ssm-f-card\">\n                        <div class=\"ssm-f-icon\">\ud83d\udccf<\/div>\n                        <div class=\"ssm-f-info\">\n                            <strong>Layered Structures and G.I.S.<\/strong>\n                            <span>Integrate layers, water levels, and surcharge loads based on coordinates or interactively.<\/span>\n                        <\/div>\n                    <\/div>\n                    <div class=\"ssm-f-card\">\n                        <div class=\"ssm-f-icon\">\u26f0\ufe0f<\/div>\n                        <div class=\"ssm-f-info\">\n                            <strong>Geometric Freedom<\/strong>\n                            <span>Conduct realistic modeling over stepped slopes and complex soil profiles.<\/span>\n                        <\/div>\n                    <\/div>\n                    <div class=\"ssm-f-card ssm-highlight-card\">\n                        <div class=\"ssm-f-icon\">\ud83d\ude80<\/div>\n                        <div class=\"ssm-f-info\">\n                            <strong>Automatic Optimization<\/strong>\n                            <span>The software automatically determines the most critical slip surface among thousands of iterations.<\/span>\n                        <\/div>\n                    <\/div>\n                <\/div>\n            <\/div>\n        <\/div>\n    <\/div>\n<\/section>\n\n<style>\n\/* Tasar\u0131m B\u00fct\u00fcnl\u00fc\u011f\u00fc \u0130\u00e7in \u00d6nceki Sayfalarla Senkronize CSS *\/\n.setaf-slope-modelling {\n    padding: 80px 0;\n    background: #ffffff;\n    font-family: sans-serif;\n}\n\n.ssm-container {\n    max-width: 1200px;\n    margin: 0 auto;\n    padding: 0 20px;\n}\n\n.ssm-header {\n    margin-bottom: 60px;\n}\n\n.ssm-intro-line {\n    font-size: 1.15rem;\n    line-height: 1.8;\n    color: #555;\n    border-left: 4px solid #82A68E;\n    padding-left: 20px;\n    max-width: 1000px;\n}\n\n.ssm-feature-split {\n    display: flex;\n    align-items: center;\n    gap: 70px;\n}\n\n\/* Medya Alan\u0131 *\/\n.ssm-media { flex: 1.2; }\n.ssm-img-wrapper {\n    position: relative;\n    border-radius: 24px;\n    border: 1px solid #eee;\n    overflow: hidden;\n    box-shadow: 0 20px 50px rgba(0,0,0,0.05);\n}\n.ssm-img-wrapper img { width: 100%; display: block; }\n.ssm-floating-badge {\n    position: absolute;\n    bottom: 25px;\n    right: 25px;\n    background: #111;\n    color: #fff;\n    padding: 10px 18px;\n    border-radius: 10px;\n    font-size: 11px;\n    font-weight: 800;\n}\n\n\/* \u0130\u00e7erik Alan\u0131 *\/\n.ssm-content { flex: 1; }\n.ssm-step-label { font-size: 11px; font-weight: 900; color: #82A68E; letter-spacing: 2px; margin-bottom: 15px; }\n.ssm-main-title { font-size: 2.3rem; font-weight: 900; color: #111; line-height: 1.1; margin-bottom: 25px; letter-spacing: -1.5px; }\n.ssm-main-title span { color: #82A68E; }\n.ssm-main-desc { font-size: 1.1rem; line-height: 1.7; color: #666; margin-bottom: 35px; }\n\n\/* \u00d6zellik Kartlar\u0131 *\/\n.ssm-feature-stack {\n    display: flex;\n    flex-direction: column;\n    gap: 15px;\n}\n\n.ssm-f-card {\n    background: #fcfcfc;\n    border: 1px solid #eee;\n    padding: 18px 20px;\n    border-radius: 15px;\n    display: flex;\n    align-items: center;\n    gap: 20px;\n    transition: 0.3s;\n}\n\n.ssm-f-card:hover {\n    border-color: #82A68E;\n    background: #fff;\n    transform: translateX(10px);\n}\n\n.ssm-highlight-card {\n    border-left: 4px solid #82A68E;\n    background: rgba(130, 166, 142, 0.02);\n}\n\n.ssm-f-icon {\n    background: #e7f0ea;\n    color: #111;\n    min-width: 45px;\n    height: 45px;\n    display: flex;\n    align-items: center;\n    justify-content: center;\n    border-radius: 10px;\n    font-size: 1.1rem;\n    border: 1px solid rgba(130, 166, 142, 0.2);\n}\n\n.ssm-f-info strong { display: block; font-size: 1rem; color: #111; margin-bottom: 3px; }\n.ssm-f-info span { font-size: 0.85rem; color: #777; line-height: 1.5; }\n\n\/* Mobil Uyumluluk *\/\n@media (max-width: 992px) {\n    .ssm-feature-split { flex-direction: column-reverse; text-align: center; }\n    .ssm-f-card { text-align: left; }\n    .ssm-f-card:hover { transform: translateY(-5px); }\n}\n<\/style>\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-058a2c7 e-flex e-con-boxed e-con e-parent\" data-id=\"058a2c7\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-df02cc7 elementor-widget elementor-widget-html\" data-id=\"df02cc7\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"html.default\">\n\t\t\t\t\t<section class=\"setaf-limit-equilibrium\">\n    <div class=\"sle-container\">\n        <div class=\"sle-content\">\n            <div class=\"sle-step-tag\">ANALYSIS METHODS<\/div>\n            <h2 class=\"sle-title\">2. Limit Equilibrium Methods: <span>Bishop and Fellenius<\/span><\/h2>\n            <p class=\"sle-description\">\n                Calculate safety factors <strong>(FS)<\/strong> accurately using the most reliable and accepted slice methods in geotechnical literature.\n            <\/p>\n\n            <div class=\"sle-feature-list\">\n                <div class=\"sle-item\">\n                    <div class=\"sle-icon\">\u03a3<\/div>\n                    <div class=\"sle-info\">\n                        <strong>Method Support<\/strong>\n                        <span>Perform analyses fully compatible with OMS\/Fellenius and Simplified Bishop methods.<\/span>\n                    <\/div>\n                <\/div>\n                <div class=\"sle-item\">\n                    <div class=\"sle-icon\">\u25ef<\/div>\n                    <div class=\"sle-info\">\n                        <strong>Advanced Surface Types<\/strong>\n                        <span>Model different soil behaviors with infrastructure supporting circular or polygonal slip surfaces.<\/span>\n                    <\/div>\n                <\/div>\n                <div class=\"sle-item sle-seismic-highlight\">\n                    <div class=\"sle-icon\">\ud83c\udf0b<\/div>\n                    <div class=\"sle-info\">\n                        <strong>Seismic Analysis (Earthquake Impact)<\/strong>\n                        <span>Include limit values and dynamic loads for earthquake conditions in addition to static conditions.<\/span>\n                    <\/div>\n                <\/div>\n            <\/div>\n        <\/div>\n\n        <div class=\"sle-media\">\n            <div class=\"sle-visual-frame\">\n                <img decoding=\"async\" src=\"\/wp-content\/uploads\/2026\/04\/Sev2.avif\" alt=\"SETAF2018 Limit Denge Analizi\">\n                <div class=\"sle-overlay-tag\">FACTOR OF SAFETY (FS) OPTIMIZATION<\/div>\n            <\/div>\n        <\/div>\n    <\/div>\n<\/section>\n\n<style>\n\/* Tasar\u0131m B\u00fct\u00fcnl\u00fc\u011f\u00fc \u0130\u00e7in Zebra Ak\u0131\u015f\u0131 CSS *\/\n.setaf-limit-equilibrium {\n    padding: 100px 0;\n    background: #fdfdfd; \/* Hafif zebra tonu *\/\n}\n\n.sle-container {\n    max-width: 1200px;\n    margin: 0 auto;\n    display: flex;\n    align-items: center;\n    gap: 70px;\n    padding: 0 20px;\n}\n\n\/* Sol \u0130\u00e7erik *\/\n.sle-content { flex: 1; }\n\n.sle-step-tag {\n    font-size: 11px;\n    font-weight: 900;\n    color: #82A68E;\n    letter-spacing: 2px;\n    margin-bottom: 15px;\n}\n\n.sle-title {\n    font-size: 2.5rem;\n    font-weight: 900;\n    color: #111;\n    line-height: 1.1;\n    margin-bottom: 25px;\n    letter-spacing: -1.5px;\n}\n\n.sle-title span { color: #82A68E; }\n\n.sle-description {\n    font-size: 1.15rem;\n    line-height: 1.7;\n    color: #555;\n    margin-bottom: 40px;\n}\n\n\/* \u0130konlu Maddeler *\/\n.sle-feature-list {\n    display: flex;\n    flex-direction: column;\n    gap: 30px;\n}\n\n.sle-item {\n    display: flex;\n    gap: 20px;\n    align-items: flex-start;\n}\n\n.sle-icon {\n    font-size: 1.2rem;\n    background: #f4f8f5;\n    color: #111;\n    width: 50px;\n    height: 50px;\n    display: flex;\n    align-items: center;\n    justify-content: center;\n    border-radius: 12px;\n    flex-shrink: 0;\n    font-weight: 800;\n    border: 1px solid rgba(130, 166, 142, 0.2);\n}\n\n.sle-info strong {\n    display: block;\n    font-size: 1.1rem;\n    color: #111;\n    margin-bottom: 5px;\n}\n\n.sle-info span {\n    font-size: 0.95rem;\n    color: #666;\n    line-height: 1.5;\n}\n\n.sle-seismic-highlight {\n    padding: 15px;\n    background: rgba(130, 166, 142, 0.03);\n    border-radius: 15px;\n    border-left: 3px solid #82A68E;\n}\n\n\/* Sa\u011f Medya *\/\n.sle-media { flex: 1.2; }\n\n.sle-visual-frame {\n    position: relative;\n    border-radius: 24px;\n    border: 1px solid #eee;\n    overflow: hidden;\n    box-shadow: 0 30px 60px rgba(0,0,0,0.08);\n}\n\n.sle-visual-frame img { width: 100%; display: block; }\n\n.sle-overlay-tag {\n    position: absolute;\n    bottom: 25px;\n    left: 25px;\n    background: #111;\n    color: #fff;\n    padding: 10px 18px;\n    border-radius: 10px;\n    font-size: 11px;\n    font-weight: 800;\n    letter-spacing: 1px;\n}\n\n\/* Mobil *\/\n@media (max-width: 992px) {\n    .sle-container { flex-direction: column; text-align: center; }\n    .sle-item { text-align: left; }\n    .sle-overlay-tag { left: 50%; transform: translateX(-50%); top: auto; bottom: 20px; }\n}\n<\/style>\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-96f8985 e-flex e-con-boxed e-con e-parent\" data-id=\"96f8985\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-1f73b4e elementor-widget elementor-widget-html\" data-id=\"1f73b4e\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"html.default\">\n\t\t\t\t\t<section class=\"setaf-slope-reinforcement\">\n    <div class=\"ssr-container\">\n        <div class=\"ssr-media\">\n            <div class=\"ssr-img-frame\">\n                <img decoding=\"async\" src=\"\/wp-content\/uploads\/2026\/04\/image.avif\" alt=\"SETAF2018 \u015eev \u0130yile\u015ftirme \u00c7\u00f6z\u00fcmleri\">\n                \n                <div class=\"ssr-badge-float\">\n                    <span class=\"ssr-pulse\"><\/span>\n                    FHWA STANDARTLARI UYUMLU\n                <\/div>\n            <\/div>\n        <\/div>\n\n        <div class=\"ssr-content\">\n            <div class=\"ssr-tag\">REINFORCEMENT SOLUTIONS<\/div>\n            <h2 class=\"ssr-title\">3. Reinforcement Elements: <span>Anchor and Soil Nail<\/span><\/h2>\n            <p class=\"ssr-description\">Mathematically demonstrate the contribution of structural elements used to strengthen an existing structure to stability, and include it in your report.<\/p>\n\n            <div class=\"ssr-features-grid\">\n                <div class=\"ssr-f-card\">\n                    <div class=\"ssr-f-icon\">\u26d3\ufe0f<\/div>\n                    <div class=\"ssr-f-body\">\n                        <strong>Anchored Strengthening<\/strong>\n                        <span>Analyze the resistance-increasing effect on the structure considering the free and root lengths.<\/span>\n                    <\/div>\n                <\/div>\n                <div class=\"ssr-f-card\">\n                    <div class=\"ssr-f-icon\">\ud83d\udee0\ufe0f<\/div>\n                    <div class=\"ssr-f-body\">\n                        <strong>Soil Nail Capacity<\/strong>\n                        <span>Verify the system's safety regarding tendon break loads and sliding resistances with FHWA.<\/span>\n                    <\/div>\n                <\/div>\n                <div class=\"ssr-f-card ssr-highlight-f\">\n                    <div class=\"ssr-f-icon\">\ud83d\udce6<\/div>\n                    <div class=\"ssr-f-body\">\n                        <strong>Comprehensive Calculation and Report<\/strong>\n                        <span>Monitor the effect of reinforcement elements in a 3D modeling environment and report it professionally.<\/span>\n                    <\/div>\n                <\/div>\n            <\/div>\n        <\/div>\n    <\/div>\n<\/section>\n\n<style>\n\/* Tasar\u0131m B\u00fct\u00fcnl\u00fc\u011f\u00fc \u0130\u00e7in Master Style Sync *\/\n.setaf-slope-reinforcement {\n    padding: 100px 0;\n    background: #ffffff;\n}\n\n.ssr-container {\n    max-width: 1200px;\n    margin: 0 auto;\n    display: flex;\n    align-items: center;\n    gap: 70px;\n    padding: 0 20px;\n}\n\n\/* Medya Alan\u0131 *\/\n.ssr-media { flex: 1.2; }\n\n.ssr-img-frame {\n    position: relative;\n    border-radius: 24px;\n    border: 1px solid #eee;\n    overflow: hidden;\n    box-shadow: 0 30px 60px rgba(0,0,0,0.06);\n}\n\n.ssr-img-frame img { width: 100%; display: block; }\n\n.ssr-badge-float {\n    position: absolute;\n    top: 25px;\n    left: 25px;\n    background: #111;\n    color: #fff;\n    padding: 12px 20px;\n    border-radius: 12px;\n    font-size: 10px;\n    font-weight: 800;\n    display: flex;\n    align-items: center;\n    gap: 10px;\n    letter-spacing: 0.5px;\n}\n\n.ssr-pulse {\n    width: 8px;\n    height: 8px;\n    background: #82A68E;\n    border-radius: 50%;\n    box-shadow: 0 0 0 rgba(130, 166, 142, 0.4);\n    animation: ssr-pulse-anim 2s infinite;\n}\n\n@keyframes ssr-pulse-anim {\n    0% { box-shadow: 0 0 0 0 rgba(130, 166, 142, 0.7); }\n    70% { box-shadow: 0 0 0 10px rgba(130, 166, 142, 0); }\n    100% { box-shadow: 0 0 0 0 rgba(130, 166, 142, 0); }\n}\n\n\/* \u0130\u00e7erik Alan\u0131 *\/\n.ssr-content { flex: 1; }\n.ssr-tag { font-size: 11px; font-weight: 900; color: #82A68E; letter-spacing: 2px; margin-bottom: 15px; }\n.ssr-title { font-size: 2.5rem; font-weight: 900; color: #111; line-height: 1.1; margin-bottom: 25px; letter-spacing: -1.5px; }\n.ssr-title span { color: #82A68E; }\n.ssr-description { font-size: 1.15rem; line-height: 1.7; color: #555; margin-bottom: 40px; }\n\n\/* \u00d6zellik Kartlar\u0131 *\/\n.ssr-features-grid {\n    display: flex;\n    flex-direction: column;\n    gap: 20px;\n}\n\n.ssr-f-card {\n    display: flex;\n    gap: 20px;\n    padding: 20px;\n    background: #fcfcfc;\n    border-radius: 15px;\n    border: 1px solid #eee;\n    transition: 0.3s;\n}\n\n.ssr-f-card:hover {\n    border-color: #82A68E;\n    background: #fff;\n    transform: translateX(10px);\n}\n\n.ssr-highlight-f {\n    border-left: 4px solid #82A68E;\n    background: rgba(130, 166, 142, 0.02);\n}\n\n.ssr-f-icon {\n    font-size: 22px;\n    background: #f4f8f5;\n    width: 50px;\n    height: 50px;\n    display: flex;\n    align-items: center;\n    justify-content: center;\n    border-radius: 12px;\n}\n\n.ssr-f-body strong { display: block; font-size: 1.1rem; color: #111; margin-bottom: 5px; }\n.ssr-f-body span { font-size: 0.95rem; color: #666; line-height: 1.5; }\n\n\/* Mobil Uyumluluk *\/\n@media (max-width: 992px) {\n    .ssr-container { flex-direction: column-reverse; text-align: center; }\n    .ssr-f-card { text-align: left; }\n    .ssr-badge-float { left: 50%; transform: translateX(-50%); }\n}\n<\/style>\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-16028e2 e-flex e-con-boxed e-con e-parent\" data-id=\"16028e2\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-bc4a846 elementor-widget elementor-widget-html\" data-id=\"bc4a846\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"html.default\">\n\t\t\t\t\t<section class=\"setaf-slope-reporting\">\n    <div class=\"ssr-container\">\n        <div class=\"ssr-content\">\n            <div class=\"ssr-badge-step\">REPORTING &amp; OUTPUT<\/div>\n            <h2 class=\"ssr-title\">4. Transparent Reporting <span>and Traceable Iterations<\/span><\/h2>\n            <p class=\"ssr-description\">Each stability analysis conducted is ready to be presented to the regulatory authorities and is turned into professional technical reports. <strong>The calculation process is no longer a \"black box\".<\/strong><\/p>\n\n            <div class=\"ssr-report-features\">\n                <div class=\"ssr-feature-item\">\n                    <div class=\"ssr-f-icon\">\ud83d\udcdd<\/div>\n                    <div class=\"ssr-f-text\">\n                        <strong>Mathematical Evidence<\/strong>\n                        <span>The chosen analysis methods and the equations used are documented with a transparent infrastructure.<\/span>\n                    <\/div>\n                <\/div>\n                <div class=\"ssr-feature-item\">\n                    <div class=\"ssr-f-icon\">\ud83d\udcca<\/div>\n                    <div class=\"ssr-f-text\">\n                        <strong>Graphical Outputs<\/strong>\n                        <span>Factors of safety distributions and iterations are presented visually in the reports.<\/span>\n                    <\/div>\n                <\/div>\n                <div class=\"ssr-feature-item ssr-eco-highlight\">\n                    <div class=\"ssr-f-icon\">\ud83d\udc8e<\/div>\n                    <div class=\"ssr-f-text\">\n                        <strong>Economic and Safe Design<\/strong>\n                        <span>Determine the most optimal solution by comparing alternative reinforcement methods.<\/span>\n                    <\/div>\n                <\/div>\n            <\/div>\n        <\/div>\n\n        <div class=\"ssr-media\">\n            <div class=\"ssr-report-frame\">\n                <img decoding=\"async\" src=\"\/wp-content\/uploads\/2026\/04\/image-4.avif\" alt=\"SETAF2018 \u015eev Analizi Raporu\">\n                \n                <div class=\"ssr-floating-info\">\n                    <strong>PDF \/ EXCEL<\/strong>\n                    <span>DIRECT OUTPUT<\/span>\n                <\/div>\n            <\/div>\n        <\/div>\n    <\/div>\n<\/section>\n\n<style>\n\/* Tasar\u0131m B\u00fct\u00fcnl\u00fc\u011f\u00fc \u0130\u00e7in Zebra Ak\u0131\u015f\u0131 *\/\n.setaf-slope-reporting {\n    padding: 100px 0;\n    background: #fdfdfd; 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}\n\n.ssr-report-frame {\n    position: relative;\n    border-radius: 24px;\n    border: 1px solid #eee;\n    overflow: hidden;\n    box-shadow: 0 30px 60px rgba(0,0,0,0.08);\n}\n\n.ssr-report-frame img { width: 100%; display: block; }\n\n.ssr-floating-info {\n    position: absolute;\n    top: 25px;\n    right: 25px;\n    background: #111;\n    color: #fff;\n    padding: 15px 20px;\n    border-radius: 15px;\n    box-shadow: 0 10px 20px rgba(0,0,0,0.2);\n}\n\n.ssr-floating-info strong {\n    display: block;\n    color: #82A68E;\n    font-size: 14px;\n    margin-bottom: 2px;\n}\n\n.ssr-floating-info span {\n    font-size: 10px;\n    color: #999;\n    font-weight: 800;\n    text-transform: uppercase;\n}\n\n\/* Mobil *\/\n@media (max-width: 992px) {\n    .ssr-container { flex-direction: column; text-align: center; }\n    .ssr-feature-item { text-align: left; }\n    .ssr-floating-info { right: 50%; transform: translateX(50%); top: auto; bottom: 20px; }\n}\n<\/style>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-e9bc756 elementor-widget elementor-widget-html\" data-id=\"e9bc756\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"html.default\">\n\t\t\t\t\t<section class=\"setaf-stability-section\">\r\n    <div class=\"setaf-header-wrapper\">\r\n        <span class=\"setaf-accent-badge\">Slope Stability<\/span>\r\n        <h2 class=\"setaf-main-title\">Streamline Geotechnical Workflows with a Proven Slope Stability Program<\/h2>\r\n        <p class=\"setaf-lead-paragraph\">Modern geotechnical projects demand more than isolated calculations. Engineers must manage soil profiles, groundwater conditions, loading scenarios, reinforcement systems, and reporting requirements while maintaining confidence in every design decision. SETAF2018 brings these workflows together in a single slope stability software platform, helping engineering teams reduce manual effort and focus on evaluating real project risks.<\/p>\r\n    <\/div>\r\n\r\n    <div class=\"setaf-grid-container\">\r\n        <div class=\"setaf-grid-column\">\r\n            <div class=\"setaf-feature-card\">\r\n                <div class=\"setaf-icon-wrapper setaf-icon-slope\"><\/div>\r\n                <p class=\"setaf-card-text\">From initial terrain modeling to final documentation, the software for slope stability analysis supports the complete engineering process. Users can define layered soil conditions, groundwater levels, surcharge loads, and complex geometries before automatically searching for the critical failure surface with the lowest Factor of Safety (FS). This integrated approach helps engineers perform reliable slope stability analysis while significantly reducing repetitive modeling tasks.<\/p>\r\n            <\/div>\r\n        <\/div>\r\n        \r\n        <div class=\"setaf-grid-column\">\r\n            <div class=\"setaf-feature-card\">\r\n                <div class=\"setaf-icon-wrapper setaf-icon-report\"><\/div>\r\n                <p class=\"setaf-card-text\">Unlike many slope stability programs that provide only numerical outputs, SETAF2018 emphasizes transparency throughout the calculation process. Bishop and Fellenius limit equilibrium methods, reinforcement contributions, iteration results, and safety factor calculations can all be documented in clear technical reports suitable for project reviews and regulatory submissions.<\/p>\r\n            <\/div>\r\n        <\/div>\r\n        \r\n        <div class=\"setaf-grid-column\">\r\n            <div class=\"setaf-feature-card\">\r\n                <div class=\"setaf-icon-wrapper setaf-icon-flex\"><\/div>\r\n                <p class=\"setaf-card-text\">Whether evaluating natural slopes, excavation support systems, reinforced embankments, or engineered earth structures, SETAF2018 provides the modeling flexibility, optimization capabilities, and reporting tools required by modern geotechnical professionals looking for dependable slope analysis software.<\/p>\r\n            <\/div>\r\n        <\/div>\r\n    <\/div>\r\n<\/section>\r\n\r\n<style>\r\n    \/* Global Container Setup *\/\r\n    .setaf-stability-section {\r\n        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 color: #1A1A1A;\r\n        line-height: 1.65;\r\n        margin: 0;\r\n    }\r\n\r\n    \/* Clean Fallback Grid via Table Layout to Prevent Flex\/Grid Breakages *\/\r\n    .setaf-grid-container {\r\n        display: table;\r\n        width: 100%;\r\n        table-layout: fixed;\r\n        border-collapse: separate;\r\n        border-spacing: 24px 0;\r\n        margin-left: -24px;\r\n        width: calc(100% + 48px);\r\n    }\r\n\r\n    .setaf-grid-column {\r\n        display: table-cell;\r\n        width: 33.333%;\r\n        vertical-align: top;\r\n    }\r\n\r\n    \/* Premium Minimalism Feature Cards *\/\r\n    .setaf-feature-card {\r\n        background-color: #FFFFFF;\r\n        border: 1px solid #EAEAEA;\r\n        border-radius: 8px;\r\n        padding: 40px 30px;\r\n        height: 100%;\r\n        box-shadow: 0 4px 20px rgba(0, 0, 0, 0.015);\r\n        transition: transform 0.3s ease, border-color 0.3s ease, box-shadow 0.3s ease;\r\n    }\r\n\r\n    .setaf-feature-card:hover 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16px;\r\n        }\r\n    }\r\n<\/style>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-881bb31 elementor-widget elementor-widget-html\" data-id=\"881bb31\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"html.default\">\n\t\t\t\t\t<section class=\"setaf-comparison-section\">\r\n    <!-- Header Area -->\r\n    <div class=\"setaf-comp-header\">\r\n        <span class=\"setaf-comp-badge\">Platform Comparison<\/span>\r\n        <h2 class=\"setaf-comp-title\">Why SETAF2018 Over Legacy Slope Stability Software?<\/h2>\r\n        <p class=\"setaf-comp-lead\">Selecting the right slope stability software is not only about obtaining a Factor of Safety value. Modern geotechnical projects require transparent calculations, rapid optimization, reinforcement modeling, and reporting structures that can withstand technical review. While many traditional solutions rely on manual iterations or proprietary calculation workflows, SETAF2018 is designed to provide engineers with greater visibility into every stage of the analysis process.<\/p>\r\n    <\/div>\r\n\r\n    <!-- Interactive Comparison Matrix -->\r\n    <div class=\"setaf-matrix-wrapper\">\r\n        <table class=\"setaf-comparison-matrix\">\r\n            <thead>\r\n                <tr>\r\n                    <th style=\"width: 26%;\">Feature<\/th>\r\n                    <th style=\"width: 37%;\">Legacy \"Black-Box\" Systems<\/th>\r\n                    <th class=\"setaf-highlight-column\" style=\"width: 37%;\">SETAF2018<\/th>\r\n                <\/tr>\r\n            <\/thead>\r\n            <tbody>\r\n                <tr>\r\n                    <td class=\"setaf-feature-name\">Calculation Transparency<\/td>\r\n                    <td class=\"setaf-legacy-val\">Limited visibility into assumptions and iterations<\/td>\r\n                    <td class=\"setaf-highlight-val\">Fully traceable calculations and technical reports<\/td>\r\n                <\/tr>\r\n                <tr>\r\n                    <td class=\"setaf-feature-name\">Slip Surface Search<\/td>\r\n                    <td class=\"setaf-legacy-val\">Manual trial-and-error workflows<\/td>\r\n                    <td class=\"setaf-highlight-val\">Automatic critical slip surface optimization<\/td>\r\n                <\/tr>\r\n                <tr>\r\n                    <td class=\"setaf-feature-name\">Slope Stability Analysis<\/td>\r\n                    <td class=\"setaf-legacy-val\">Often limited to basic workflows<\/td>\r\n                    <td class=\"setaf-highlight-val\">Advanced slope stability analysis with Bishop and Fellenius methods<\/td>\r\n                <\/tr>\r\n                <tr>\r\n                    <td class=\"setaf-feature-name\">Seismic Analysis<\/td>\r\n                    <td class=\"setaf-legacy-val\">Static analysis only in many cases<\/td>\r\n                    <td class=\"setaf-highlight-val\">Static and pseudo-static seismic analysis<\/td>\r\n                <\/tr>\r\n                <tr>\r\n                    <td class=\"setaf-feature-name\">Reinforcement Modeling<\/td>\r\n                    <td class=\"setaf-legacy-val\">Separate tools or complex workflows<\/td>\r\n                    <td class=\"setaf-highlight-val\">Integrated anchor and soil nail analysis<\/td>\r\n                <\/tr>\r\n                <tr>\r\n                    <td class=\"setaf-feature-name\">Reporting<\/td>\r\n                    <td class=\"setaf-legacy-val\">Non-standard or limited outputs<\/td>\r\n                    <td class=\"setaf-highlight-val\">Professional PDF reports suitable for review and approval<\/td>\r\n                <\/tr>\r\n                <tr>\r\n                    <td class=\"setaf-feature-name\">Design Optimization<\/td>\r\n                    <td class=\"setaf-legacy-val\">Time-consuming manual comparisons<\/td>\r\n                    <td class=\"setaf-highlight-val\">Rapid evaluation of multiple stabilization alternatives<\/td>\r\n                <\/tr>\r\n                <tr>\r\n                    <td class=\"setaf-feature-name\">Engineering Productivity<\/td>\r\n                    <td class=\"setaf-legacy-val\">Repetitive data entry and iterations<\/td>\r\n                    <td class=\"setaf-highlight-val\">Streamlined geotechnical workflow management<\/td>\r\n                <\/tr>\r\n            <\/tbody>\r\n        <\/table>\r\n    <\/div>\r\n\r\n    <!-- Outro Callout Card -->\r\n    <div class=\"setaf-comp-outro\">\r\n        <p class=\"setaf-outro-text\">For organizations searching for a reliable slope stability program, the ability to combine modeling, optimization, reinforcement evaluation, and transparent reporting within a single platform can significantly reduce engineering effort while improving confidence in design decisions.<\/p>\r\n    <\/div>\r\n<\/section>\r\n\r\n<style>\r\n    \/* Section Main Container *\/\r\n    .setaf-comparison-section {\r\n        max-width: 1140px;\r\n        margin: 0 auto;\r\n        padding: 80px 24px;\r\n        background-color: #F8F8F8;\r\n    }\r\n\r\n    \/* Header Layout *\/\r\n    .setaf-comp-header {\r\n        max-width: 900px;\r\n        margin-bottom: 48px;\r\n    }\r\n\r\n    .setaf-comp-badge {\r\n        display: inline-block;\r\n        background-color: rgba(130, 166, 142, 0.12);\r\n        color: #82A68E;\r\n        font-size: 11px;\r\n        font-weight: 700;\r\n        text-transform: uppercase;\r\n        letter-spacing: 2px;\r\n        padding: 6px 16px;\r\n        border-radius: 4px;\r\n        margin-bottom: 20px;\r\n    }\r\n\r\n    .setaf-comparison-section h2.setaf-comp-title {\r\n        font-size: 38px;\r\n        font-weight: 700;\r\n        color: #000000;\r\n        line-height: 1.25;\r\n        margin: 0 0 24px 0;\r\n        letter-spacing: -0.5px;\r\n    }\r\n\r\n    .setaf-comp-lead {\r\n        font-size: 18px;\r\n        color: #1A1A1A;\r\n        line-height: 1.65;\r\n        margin: 0;\r\n    }\r\n\r\n    \/* Table Wrapper for Responsive Scrolling *\/\r\n    .setaf-matrix-wrapper {\r\n        width: 100%;\r\n        overflow-x: auto;\r\n        margin-bottom: 40px;\r\n        border-radius: 8px;\r\n        box-shadow: 0 4px 24px rgba(0, 0, 0, 0.02);\r\n        border: 1px solid #EAEAEA;\r\n        background-color: #FFFFFF;\r\n    }\r\n\r\n    \/* Matrix Table Design *\/\r\n    .setaf-comparison-matrix {\r\n        width: 100%;\r\n        border-collapse: collapse;\r\n        text-align: left;\r\n    }\r\n\r\n    .setaf-comparison-matrix th {\r\n        background-color: #FFFFFF;\r\n        color: #000000;\r\n        font-weight: 700;\r\n        font-size: 15px;\r\n        padding: 24px 28px;\r\n        border-bottom: 2px solid #EAEAEA;\r\n    }\r\n\r\n    \/* Highlights SETAF2018 Main Column Header *\/\r\n    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class=\"elementor-element elementor-element-154c75a e-flex e-con-boxed e-con e-parent\" data-id=\"154c75a\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-277f38c elementor-widget elementor-widget-html\" data-id=\"277f38c\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"html.default\">\n\t\t\t\t\t<section class=\"setaf-workflow-section\">\r\n    <!-- Header Block -->\r\n    <div class=\"setaf-wf-header\">\r\n        <span class=\"setaf-wf-badge\">Engineering Process<\/span>\r\n        <h2 class=\"setaf-wf-title\">Typical Slope Stability Analysis Workflow with SETAF2018<\/h2>\r\n        <p class=\"setaf-wf-lead\">SETAF2018 is designed to streamline the complete geotechnical analysis process, from initial site characterization to final technical reporting. Rather than switching between spreadsheets, separate calculation tools, and manual documentation workflows, engineers can perform the entire slope stability analysis within a unified environment.<\/p>\r\n    <\/div>\r\n\r\n    <!-- Timeline \/ Step Process Layout -->\r\n    <div class=\"setaf-wf-timeline\">\r\n        \r\n        <!-- Step 1 -->\r\n        <div class=\"setaf-wf-step\">\r\n            <div class=\"setaf-wf-number-col\">\r\n                <div class=\"setaf-wf-number\">1<\/div>\r\n            <\/div>\r\n            <div class=\"setaf-wf-content-col\">\r\n                <h3 class=\"setaf-wf-step-title\">Step 1: Define Site and Soil Conditions<\/h3>\r\n                <p class=\"setaf-wf-step-text\">Input terrain geometry, soil layers, groundwater levels, surcharge loads, and geotechnical parameters. Complex slope geometries and layered ground conditions can be modeled efficiently.<\/p>\r\n            <\/div>\r\n        <\/div>\r\n\r\n        <!-- Step 2 -->\r\n        <div class=\"setaf-wf-step\">\r\n            <div class=\"setaf-wf-number-col\">\r\n                <div class=\"setaf-wf-number\">2<\/div>\r\n            <\/div>\r\n            <div class=\"setaf-wf-content-col\">\r\n                <h3 class=\"setaf-wf-step-title\">Step 2: Build the Engineering Model<\/h3>\r\n                <p class=\"setaf-wf-step-text\">Create the slope profile and define project-specific conditions, including static or pseudo-static seismic loading scenarios.<\/p>\r\n            <\/div>\r\n        <\/div>\r\n\r\n        <!-- Step 3 -->\r\n        <div class=\"setaf-wf-step\">\r\n            <div class=\"setaf-wf-number-col\">\r\n                <div class=\"setaf-wf-number\">3<\/div>\r\n            <\/div>\r\n            <div class=\"setaf-wf-content-col\">\r\n                <h3 class=\"setaf-wf-step-title\">Step 3: Run Automatic Critical Surface Search<\/h3>\r\n                <p class=\"setaf-wf-step-text\">The software automatically evaluates thousands of potential failure mechanisms to identify the critical slip surface associated with the lowest Factor of Safety (FS).<\/p>\r\n            <\/div>\r\n        <\/div>\r\n\r\n        <!-- Step 4 -->\r\n        <div class=\"setaf-wf-step\">\r\n            <div class=\"setaf-wf-number-col\">\r\n                <div class=\"setaf-wf-number\">4<\/div>\r\n            <\/div>\r\n            <div class=\"setaf-wf-content-col\">\r\n                <h3 class=\"setaf-wf-step-title\">Step 4: Evaluate Stabilization Alternatives<\/h3>\r\n                <p class=\"setaf-wf-step-text\">Analyze anchors, soil nails, surcharge modifications, and other reinforcement solutions to compare their impact on overall slope performance.<\/p>\r\n            <\/div>\r\n        <\/div>\r\n\r\n        <!-- Step 5 -->\r\n        <div class=\"setaf-wf-step\">\r\n            <div class=\"setaf-wf-number-col\">\r\n                <div class=\"setaf-wf-number\">5<\/div>\r\n            <\/div>\r\n            <div class=\"setaf-wf-content-col\">\r\n                <h3 class=\"setaf-wf-step-title\">Step 5: Optimize the Design<\/h3>\r\n                <p class=\"setaf-wf-step-text\">Review safety factors, failure mechanisms, and reinforcement effectiveness to determine the most efficient and economical design solution.<\/p>\r\n            <\/div>\r\n        <\/div>\r\n\r\n        <!-- Step 6 -->\r\n        <div class=\"setaf-wf-step\">\r\n            <div class=\"setaf-wf-number-col\">\r\n                <div class=\"setaf-wf-number\">6<\/div>\r\n            <\/div>\r\n            <div class=\"setaf-wf-content-col\">\r\n                <h3 class=\"setaf-wf-step-title\">Step 6: Generate Traceable Technical Reports<\/h3>\r\n                <p class=\"setaf-wf-step-text\">Export professional documentation containing analysis assumptions, calculation procedures, iteration results, safety factors, and graphical outputs suitable for internal review, clients, and regulatory authorities.<\/p>\r\n            <\/div>\r\n        <\/div>\r\n\r\n    <\/div>\r\n\r\n    <!-- Outro Conclusion Box -->\r\n    <div class=\"setaf-wf-outro\">\r\n        <p class=\"setaf-wf-outro-paragraph\">This workflow enables engineers to move from raw geotechnical data to auditable design documentation using a single stability analysis software platform.<\/p>\r\n    <\/div>\r\n<\/section>\r\n\r\n<style>\r\n    \/* Section Main Wrapper *\/\r\n    .setaf-workflow-section {\r\n        max-width: 1140px;\r\n        margin: 0 auto;\r\n        padding: 80px 24px;\r\n        background-color: #F8F8F8;\r\n    }\r\n\r\n    \/* Top Heading Block styles *\/\r\n    .setaf-wf-header {\r\n        max-width: 900px;\r\n        margin-bottom: 60px;\r\n    }\r\n\r\n    .setaf-wf-badge {\r\n        display: inline-block;\r\n        background-color: rgba(130, 166, 142, 0.12);\r\n        color: #82A68E;\r\n        font-size: 11px;\r\n        font-weight: 700;\r\n        text-transform: uppercase;\r\n        letter-spacing: 2px;\r\n        padding: 6px 16px;\r\n        border-radius: 4px;\r\n        margin-bottom: 20px;\r\n    }\r\n\r\n    .setaf-workflow-section h2.setaf-wf-title {\r\n        font-size: 38px;\r\n        font-weight: 700;\r\n        color: #000000;\r\n        line-height: 1.25;\r\n        margin: 0 0 24px 0;\r\n        letter-spacing: -0.5px;\r\n    }\r\n\r\n    .setaf-wf-lead {\r\n        font-size: 18px;\r\n        color: #1A1A1A;\r\n        line-height: 1.65;\r\n        margin: 0;\r\n    }\r\n\r\n    \/* Modern Vertical Line Timeline Layout via Table Structure for Stability *\/\r\n    .setaf-wf-timeline {\r\n        display: table;\r\n        width: 100%;\r\n        margin-bottom: 48px;\r\n        position: relative;\r\n    }\r\n\r\n    .setaf-wf-step {\r\n        display: table-row;\r\n    }\r\n\r\n    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elementor-widget-html\" data-id=\"22439a1\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"html.default\">\n\t\t\t\t\t<section class=\"setaf-tech-specs\">\n    <div class=\"sts-container\">\n        <div class=\"sts-header\">\n            <h2 class=\"sts-title\">Technical Advantages for <span>Engineers<\/span><\/h2>\n            <p class=\"sts-subtitle\">Discover scientific accuracy and reporting speed in complex structure and slope analyses.<\/p>\n        <\/div>\n\n        <div class=\"sts-table-wrapper\">\n            \n                \n                    \n                        Analiz Kriteri\n                        SETAF2018 Yetene\u011fi\n                        M\u00fchendislik \u00c7\u0131kt\u0131s\u0131\n                    \n                \n                \n                    \n                        Y\u00f6ntemler\n                        Bishop, Fellenius (Dilim Y\u00f6ntemleri)\n                        <span class=\"sts-tag\">Precise Factor of Safety (FS)<\/span>\n                    \n                    \n                        Kritik Y\u00fczey\n                        Otomatik Arama ve Optimizasyon\n                        <span class=\"sts-tag\">Identification of the Most Risky Sliding Surface<\/span>\n                    \n                    \n                        G\u00fc\u00e7lendirme\n                        Ankraj, Zemin \u00c7ivisi, S\u00fcr\u015farj\n                        <span class=\"sts-tag\">Improved Structure Stability<\/span>\n                    \n                    \n                        D\u00f6k\u00fcmantasyon\n                        \u0130zlenebilir \u0130terasyon Raporu\n                        <span class=\"sts-tag\">Verifiable Technical Report<\/span><table class=\"sts-comparison-table\">\n                    \n                \n            <\/table>\n        <\/div>\n\n        <div class=\"sts-cta-box\">\n            <div class=\"sts-cta-content\">\n                <h3>Manage Slope Stability with SETAF<\/h3>\n                <p>Identify the most critical sliding surfaces in seconds and instantly generate your verifiable reports.<\/p>\n                <div class=\"sts-btn-group\">\n                    <a href=\"\/indirme\/\" class=\"sts-btn-primary\">Try for Free<\/a>\n                    <a href=\"\/product\/setaf2018-1-yillik-abonelik\/\" class=\"sts-btn-outline\">Start Subscription<\/a>\n                <\/div>\n            <\/div>\n            <div class=\"sts-cta-shape\"><\/div>\n        <\/div>\n    <\/div>\n<\/section>\n\n<style>\n\/* SETAF Master Layout Style Guide Sync *\/\n.setaf-tech-specs {\n    padding: 100px 0;\n    background: #ffffff;\n    font-family: 'Inter', sans-serif;\n}\n\n.sts-container {\n    max-width: 1100px;\n    margin: 0 auto;\n    padding: 0 20px;\n}\n\n.sts-header {\n    text-align: center;\n    margin-bottom: 50px;\n}\n\n.sts-title {\n    font-size: 2.5rem;\n    font-weight: 900;\n    color: #111;\n    letter-spacing: 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       }\r\n\r\n\r\n        .faq-item.active .faq-answer {\r\n            max-height: 1000px;\r\n            transition: max-height 0.8s cubic-bezier(1, 0, 1, 0);\r\n        }\r\n\r\n\r\n        @media (max-width: 768px) {\r\n            .faq-section {\r\n                padding: 60px 20px;\r\n            }\r\n            .faq-question {\r\n                padding: 20px;\r\n            }\r\n        }\r\n    <\/style>\r\n\r\n\r\n\r\n\r\n    <section class=\"faq-section\">\r\n        <div class=\"section-header\">\r\n            <h2>Frequently Asked <br><span>Questions (FAQ) About Slope Stability<\/span><\/h2>\r\n            <p>We have answered the most frequently asked questions about SETAF2018 for you.<\/p>\r\n        <\/div>\r\n\r\n\r\n        <div class=\"faq-container\">\r\n            <div class=\"faq-item\">\r\n                <div class=\"faq-question\" onclick=\"toggleFAQ(this)\">\r\n                    <h3>What is slope stability software used for in geotechnical engineering?<\/h3>\r\n                    <div class=\"faq-icon\">+<\/div>\r\n                <\/div>\r\n                <div class=\"faq-answer\">\r\n                    <div class=\"faq-answer-content\">\r\n                        Slope stability software is used to evaluate whether natural slopes, excavation faces, embankments, or reinforced soil structures can remain stable under static and seismic loading conditions. Engineers use these platforms to calculate the Factor of Safety (FS), identify potential failure surfaces, and assess the impact of groundwater, surcharge loads, and reinforcement systems. Modern slope stability software also helps optimize critical slip surfaces automatically instead of relying on manual trial-and-error calculations. SETAF2018 is designed specifically for rapid 2D limit equilibrium analysis workflows, allowing engineers to perform practical geotechnical evaluations with transparent and traceable calculations.\r\n                    <\/div>\r\n                <\/div>\r\n            <\/div>\r\n\r\n\r\n            <div class=\"faq-item\">\r\n                <div class=\"faq-question\" onclick=\"toggleFAQ(this)\">\r\n                    <h3>Which limit equilibrium methods does SETAF2018 support?<\/h3>\r\n                    <div class=\"faq-icon\">+<\/div>\r\n                <\/div>\r\n                <div class=\"faq-answer\">\r\n                    <div class=\"faq-answer-content\">\r\n                        SETAF2018 supports the two most widely accepted slope stability methods in geotechnical engineering literature: Ordinary Method of Slices (OMS\/Fellenius) and Simplified Bishop analysis. These slice-based limit equilibrium methods are commonly used for evaluating circular and complex slip surfaces in both natural and engineered slopes. The software automatically calculates driving and resisting forces while optimizing the critical failure surface with the lowest Factor of Safety (FS). By combining rapid computation with transparent reporting, SETAF2018 helps engineers produce reliable slope stability analyses without relying on black-box calculation systems.\r\n                    <\/div>\r\n                <\/div>\r\n            <\/div>\r\n\r\n\r\n            <div class=\"faq-item\">\r\n                <div class=\"faq-question\" onclick=\"toggleFAQ(this)\">\r\n                    <h3>Can SETAF2018 perform seismic slope stability analysis?<\/h3>\r\n                    <div class=\"faq-icon\">+<\/div>\r\n                <\/div>\r\n                <div class=\"faq-answer\">\r\n                    <div class=\"faq-answer-content\">\r\n                        SETAF2018 is currently optimizing its core slope stability module with plans to launch full seismic slope stability analysis capabilities in the coming months. This upcoming update will allow engineers to directly integrate pseudo-static seismic loading conditions, earthquake coefficients, and dynamic boundary effects into limit equilibrium calculations (such as Bishop and Fellenius methods). This will enable a comprehensive evaluation of slope behavior and the potential reduction of the Factor of Safety (FS) under dynamic forces. Developed with high-seismic zones like Turkey in mind, this feature will ensure strict compliance with modern design standards (including TBDY and Eurocode 7), making SETAF2018 an even more robust solution for infrastructure and deep excavation projects in earthquake-prone regions.\r\n                    <\/div>\r\n                <\/div>\r\n            <\/div>\r\n\r\n\r\n            <div class=\"faq-item\">\r\n                <div class=\"faq-question\" onclick=\"toggleFAQ(this)\">\r\n                    <h3>Does SETAF2018 support soil nail wall and anchor reinforcement analysis?<\/h3>\r\n                    <div class=\"faq-icon\">+<\/div>\r\n                <\/div>\r\n                <div class=\"faq-answer\">\r\n                    <div class=\"faq-answer-content\">\r\n                        SETAF2018 includes integrated reinforcement analysis tools for both anchored systems and soil nail wall applications. Engineers can evaluate tendon forces, root lengths, pull-out resistance, and reinforcement effects directly inside the original slope stability model without switching to external modules. The software also supports FHWA-compliant soil nail verification workflows, helping users validate tensile capacities and sliding resistances using accepted engineering standards. This integrated structure significantly reduces modeling time while improving consistency between slope geometry, reinforcement layout, and reporting outputs.\r\n                    <\/div>\r\n                <\/div>\r\n            <\/div>\r\n\r\n\r\n            <div class=\"faq-item\">\r\n                <div class=\"faq-question\" onclick=\"toggleFAQ(this)\">\r\n                    <h3>Why do engineers prefer transparent geotechnical reports instead of black-box outputs?<\/h3>\r\n                    <div class=\"faq-icon\">+<\/div>\r\n                <\/div>\r\n                <div class=\"faq-answer\">\r\n                    <div class=\"faq-answer-content\">\r\n                        In many geotechnical projects, especially those submitted to municipalities or regulatory review boards, engineers must demonstrate how the calculations were performed instead of presenting only numerical results. Black-box software systems can create challenges during technical reviews because the underlying assumptions and equations are not always visible. SETAF2018 addresses this issue by generating transparent slope stability reports that clearly document formulas, slice iterations, pore pressure effects, and safety factor calculations. This traceable reporting structure helps engineers produce auditable technical documentation while improving confidence during project approval processes.\r\n                    <\/div>\r\n                <\/div>\r\n            <\/div>\r\n        <\/div>\r\n    <\/section>\r\n\r\n\r\n    <script>\r\n        function toggleFAQ(element) {\r\n            const faqItem = element.parentElement;\r\n            \r\n            \/\/ Opsiyonel: Di\u011fer a\u00e7\u0131k olanlar\u0131 otomatik kapatmak i\u00e7in a\u015fa\u011f\u0131daki blok kullan\u0131labilir\r\n            const allItems = document.querySelectorAll('.faq-item');\r\n            allItems.forEach(item => {\r\n                if (item !== faqItem && item.classList.contains('active')) {\r\n                    item.classList.remove('active');\r\n                }\r\n            });\r\n\r\n\r\n            \/\/ Durumu de\u011fi\u015ftir\r\n            faqItem.classList.toggle('active');\r\n        }\r\n    <\/script>\r\n\r\n\r\n<\/div>\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t","protected":false},"excerpt":{"rendered":"<p>SLOPE STABILITY &amp; SLOPE ANALYSIS SETAF2018: Advanced Slope Stability Software Rapidly identify critical failure surfaces in complex terrain geometries with integrated 2D limit equilibrium analysis, reinforcement systems, and transparent geotechnical reporting. Analyze Now Analysis Methods \ud83d\udcd0 L\u0130M\u0130T DENGE PRENS\u0130PLER\u0130 Natural and engineered slopes require precise modeling, rapid iterations, and reliable slope stability software to ensure [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-477","page","type-page","status-publish","hentry"],"_hostinger_reach_plugin_has_subscription_block":false,"_hostinger_reach_plugin_is_elementor":false,"_links":{"self":[{"href":"https:\/\/setaf2018.com\/en\/wp-json\/wp\/v2\/pages\/477","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/setaf2018.com\/en\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/setaf2018.com\/en\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/setaf2018.com\/en\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/setaf2018.com\/en\/wp-json\/wp\/v2\/comments?post=477"}],"version-history":[{"count":11,"href":"https:\/\/setaf2018.com\/en\/wp-json\/wp\/v2\/pages\/477\/revisions"}],"predecessor-version":[{"id":1073,"href":"https:\/\/setaf2018.com\/en\/wp-json\/wp\/v2\/pages\/477\/revisions\/1073"}],"wp:attachment":[{"href":"https:\/\/setaf2018.com\/en\/wp-json\/wp\/v2\/media?parent=477"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}