{"id":3925,"date":"2026-02-02T11:28:41","date_gmt":"2026-02-02T07:58:41","guid":{"rendered":"https:\/\/rcecwa.net\/en\/?page_id=3925"},"modified":"2026-02-02T11:30:35","modified_gmt":"2026-02-02T08:00:35","slug":"geotechnical-engineering-reports","status":"publish","type":"page","link":"https:\/\/rcecwa.net\/en\/technical-reports\/geotechnical-engineering-reports\/","title":{"rendered":"Geotechnical Engineering Reports"},"content":{"rendered":"\t\t<div data-elementor-type=\"wp-page\" data-elementor-id=\"3925\" class=\"elementor elementor-3925\" data-elementor-post-type=\"page\">\n\t\t\t\t<div class=\"elementor-element elementor-element-712be76 e-con-full e-flex e-con e-parent\" data-id=\"712be76\" data-element_type=\"container\" data-e-type=\"container\" data-settings=\"{&quot;background_background&quot;:&quot;classic&quot;}\">\n\t\t<div class=\"elementor-element elementor-element-755e5d9 e-con-full e-flex e-con e-child\" data-id=\"755e5d9\" data-element_type=\"container\" 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class=\"elementor-divider-separator\">\n\t\t\t\t\t\t<\/span>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-b28fa82 elementor-widget__width-auto elementor-widget elementor-widget-heading\" data-id=\"b28fa82\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h1 class=\"elementor-heading-title elementor-size-default\">Geotechnical Engineering Reports<\/h1>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-c1262c7 elementor-widget-divider--view-line elementor-widget elementor-widget-divider\" data-id=\"c1262c7\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"divider.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-divider\">\n\t\t\t<span class=\"elementor-divider-separator\">\n\t\t\t\t\t\t<\/span>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-ed712cd e-flex e-con-boxed e-con e-parent\" data-id=\"ed712cd\" 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-8a165ed elementor-widget elementor-widget-shortcode\" data-id=\"8a165ed\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"shortcode.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-shortcode\">\n<table id=\"tablepress-2\" class=\"tablepress tablepress-id-2\">\n<thead>\n<tr class=\"row-1\">\n\t<th class=\"column-1\">Title<\/th><th class=\"column-2\">PDF File<\/th>\n<\/tr>\n<\/thead>\n<tbody class=\"row-striping row-hover\">\n<tr class=\"row-2\">\n\t<td class=\"column-1\">An investigation of the Effects of Dip-Slip Fault Ruptures on Tunnel Damages and Remedial Measures for Damage Risk Reduction<\/td><td class=\"column-2\"><a href=\"https:\/\/rcecwa.net\/en\/wp-content\/uploads\/2026\/01\/An%20investigation%20of%20the%20Effects%20of%20Dip-Slip%20Fault%20Ruptures%20on%20Tunnel%20Damages%20and%20Remedial%20Measures%20for%20Damage%20Risk%20Reduction.pdf\">Download<\/a><\/td>\n<\/tr>\n<tr class=\"row-3\">\n\t<td class=\"column-1\">An Investigation on Pore Water Pressure Distribution in Clay-Aggregate Mixtures under Cyclic Confining Pressure<\/td><td class=\"column-2\"><a href=\"https:\/\/rcecwa.net\/en\/wp-content\/uploads\/2026\/01\/An%20Investigation%20on%20Pore%20Water%20Pressure%20Distribution%20in%20Clay-Aggregate%20Mixtures%20under%20Cyclic%20Confining%20Pressure.pdf\">Download<\/a><\/td>\n<\/tr>\n<tr class=\"row-4\">\n\t<td class=\"column-1\">An Investigation on the Effect of Shear Wave Field of Motion on Seismic Demands of Underground Structures The Case of 2D Rectangular-Cross-Section Structures<\/td><td class=\"column-2\"><a href=\"https:\/\/rcecwa.net\/en\/wp-content\/uploads\/2026\/01\/An%20Investigation%20on%20the%20Effect%20of%20Shear%20Wave%20Field%20of%20Motion%20on%20Seismic%20Demands%20of%20Underground%20Structures%20The%20Case%20of%202D%20Rectangular-Cross-Section%20Structures.pdf\">Download<\/a><\/td>\n<\/tr>\n<tr class=\"row-5\">\n\t<td class=\"column-1\">An Investigation on the Seismic Foundation Input Motion to 3D Foundations Including Incomplete Contact of Side-Walls With the Surroundings<\/td><td class=\"column-2\"><a href=\"https:\/\/rcecwa.net\/en\/wp-content\/uploads\/2026\/01\/An%20Investigation%20on%20the%20Seismic%20Foundation%20Input%20Motion%20to%203D%20Foundations%20Including%20Incomplete%20Contact%20of%20Side-Walls%20With%20the%20Surroundings.pdf\">Download<\/a><\/td>\n<\/tr>\n<tr class=\"row-6\">\n\t<td class=\"column-1\">Generation and Development of a Comprehensive Site-Response Analysis Code in Time and Frequency Domain-Part 1 Frequency Domain Analysis<\/td><td class=\"column-2\"><a href=\"https:\/\/rcecwa.net\/en\/wp-content\/uploads\/2026\/01\/Generation%20and%20Development%20of%20a%20Comprehensive%20Site-Response%20Analysis%20Code%20in%20Time%20and%20Frequency%20Domain-Part%201%20Frequency%20Domain%20Analysis.pdf\">Download<\/a><\/td>\n<\/tr>\n<tr class=\"row-7\">\n\t<td class=\"column-1\">Increasing Accuracy of Dynamic Soil-Properties Measurement by Improvement of Cyclic Triaxial Apparatus<\/td><td class=\"column-2\"><a href=\"https:\/\/rcecwa.net\/en\/wp-content\/uploads\/2026\/01\/Increasing%20Accuracy%20of%20Dynamic%20Soil-Properties%20Measurement%20by%20Improvement%20of%20Cyclic%20Triaxial%20Apparatus.pdf\">Download<\/a><\/td>\n<\/tr>\n<tr class=\"row-8\">\n\t<td class=\"column-1\">Numerical Evaluation of Foundation Uplift Effects on Seismic Demands of Structures Having Rigid Foundation on Rigid Base Under Nearfield Records<\/td><td class=\"column-2\"><a href=\"https:\/\/rcecwa.net\/en\/wp-content\/uploads\/2026\/01\/Numerical%20Evaluation%20of%20Foundation%20Uplift%20Effects%20on%20Seismic%20Demands%20of%20Structures%20Having%20Rigid%20Foundation%20on%20Rigid%20Base%20Under%20Nearfield%20Records.pdf\">Download<\/a><\/td>\n<\/tr>\n<tr class=\"row-9\">\n\t<td class=\"column-1\">Numerical Investigation on Pattern of Stress-Pore Water Pressure Variation inside Impervious Core of Embankment Dams during Earthquakes and Its Consequences and Dam Stability<\/td><td class=\"column-2\"><a href=\"https:\/\/rcecwa.net\/en\/wp-content\/uploads\/2026\/01\/Numerical%20Investigation%20on%20Pattern%20of%20Stress-Pore%20Water%20Pressure%20Variation%20inside%20Impervious%20Core%20of%20Embankment%20Dams%20during%20Earthquakes%20and%20Its%20Consequences%20and%20Dam%20Stability.pdf\">Download<\/a><\/td>\n<\/tr>\n<tr class=\"row-10\">\n\t<td class=\"column-1\">Record Extraction and System Identification for Soil-Structure Systems Using Blind Source Separation Method<\/td><td class=\"column-2\"><a href=\"https:\/\/rcecwa.net\/en\/wp-content\/uploads\/2026\/01\/Record%20Extraction%20and%20System%20Identification%20for%20Soil-Structure%20Systems%20Using%20Blind%20Source%20Separation%20Method.pdf\">Download<\/a><\/td>\n<\/tr>\n<tr class=\"row-11\">\n\t<td class=\"column-1\">Seismic Evaluation of Reinforced Embankments by Upper Bound Limit Analysis<\/td><td class=\"column-2\"><a href=\"https:\/\/rcecwa.net\/en\/wp-content\/uploads\/2026\/01\/Seismic%20Evaluation%20of%20Reinforced%20Embankments%20by%20Upper%20Bound%20Limit%20Analysis.pdf\">Download<\/a><\/td>\n<\/tr>\n<tr class=\"row-12\">\n\t<td class=\"column-1\">Seismic Three-Dimensional Displacement Analysis of Retaining Walls by Limit Analysis Method<\/td><td class=\"column-2\"><a href=\"https:\/\/rcecwa.net\/en\/wp-content\/uploads\/2026\/01\/Seismic%20Three-Dimensional%20Displacement%20Analysis%20of%20Retaining%20Walls%20by%20Limit%20Analysis%20Method.pdf\">Download<\/a><\/td>\n<\/tr>\n<tr class=\"row-13\">\n\t<td class=\"column-1\">Semi-empirical Model and Seismic Landslide Hazard Analysis of Earth Slopes Based on Permanent Displacement Using Iranian Strong Ground Motion Records Application in Tehran<\/td><td class=\"column-2\"><a href=\"https:\/\/rcecwa.net\/en\/wp-content\/uploads\/2026\/01\/Semi-empirical%20Model%20and%20Seismic%20Landslide%20Hazard%20Analysis%20of%20Earth%20Slopes%20Based%20on%20Permanent%20Displacement%20Using%20Iranian%20Strong%20Ground%20Motion%20Records%20Application%20in%20Tehran.pdf\">Download<\/a><\/td>\n<\/tr>\n<tr class=\"row-14\">\n\t<td class=\"column-1\">Three-dimensional Modeling for Seismic Response of Pile-raft in Saturated Sand to Investigate Local Site Effect<\/td><td class=\"column-2\"><a href=\"https:\/\/rcecwa.net\/en\/wp-content\/uploads\/2026\/01\/Three-dimensional%20Modeling%20for%20Seismic%20Response%20of%20Pile-raft%20in%20Saturated%20Sand%20to%20Investigate%20Local%20Site%20Effect.pdf\">Download<\/a><\/td>\n<\/tr>\n<tr class=\"row-15\">\n\t<td class=\"column-1\">Transient Analysis of 3D Elasto-dynamic Problems by Half-space Greens Functions<\/td><td class=\"column-2\"><a href=\"https:\/\/rcecwa.net\/en\/wp-content\/uploads\/2026\/01\/Transient%20Analysis%20of%203D%20Elasto-dynamic%20Problems%20by%20Half-space%20Greens%20Functions.pdf\">Download<\/a><\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<!-- #tablepress-2 from cache --><\/div>\n\t\t\t\t\t\t<\/div>\n\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>Geotechnical Engineering Reports<\/p>\n","protected":false},"author":2,"featured_media":0,"parent":3845,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-3925","page","type-page","status-publish","hentry"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v27.4 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>Geotechnical Engineering Reports - Regional Education and Research Center on Earthquake Risk Management and Resilience<\/title>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/rcecwa.net\/en\/technical-reports\/geotechnical-engineering-reports\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Geotechnical Engineering Reports - Regional Education and Research Center on Earthquake Risk 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