{"id":57012,"date":"2022-11-25T15:28:39","date_gmt":"2022-11-25T07:28:39","guid":{"rendered":"https:\/\/ocw.nycu.edu.tw\/?post_type=course_page&#038;p=57012"},"modified":"2024-11-15T16:33:10","modified_gmt":"2024-11-15T08:33:10","slug":"%e5%9f%ba%e7%a4%8e%e5%b7%a5%e7%a8%8b-foundation-engineering-%e5%9c%9f%e6%9c%a8%e5%b7%a5%e7%a8%8b%e5%ad%b8%e7%b3%bb-%e9%bb%83%e5%ae%89%e6%96%8c%e8%80%81%e5%b8%ab","status":"publish","type":"course_page","link":"https:\/\/ocw.nycu.edu.tw\/?course_page=all-course\/college-of-engineering\/%e5%9f%ba%e7%a4%8e%e5%b7%a5%e7%a8%8b-foundation-engineering-%e5%9c%9f%e6%9c%a8%e5%b7%a5%e7%a8%8b%e5%ad%b8%e7%b3%bb-%e9%bb%83%e5%ae%89%e6%96%8c%e8%80%81%e5%b8%ab","title":{"rendered":"\u57fa\u790e\u5de5\u7a0b Foundation Engineering | \u571f\u6728\u5de5\u7a0b\u5b78\u7cfb \u9ec3\u5b89\u658c\u8001\u5e2b"},"content":{"rendered":"\t\t<div data-elementor-type=\"wp-post\" data-elementor-id=\"57012\" class=\"elementor elementor-57012\">\n\t\t\t\t\t\t\t\t\t<section class=\"penci-section penci-disSticky penci-structure-10 elementor-section elementor-top-section elementor-element elementor-element-90a0113 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"90a0113\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"penci-ercol-100 penci-ercol-order-1 penci-sticky-ct    elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-78bf394\" data-id=\"78bf394\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap\">\n\t\t\t\t\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"penci-section penci-disSticky penci-structure-20 elementor-section elementor-top-section elementor-element elementor-element-0025485 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"0025485\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"penci-ercol-50 penci-ercol-order-1 penci-sticky-ct    elementor-column elementor-col-50 elementor-top-column elementor-element elementor-element-0446ed9\" data-id=\"0446ed9\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t\t\t<div class=\"elementor-element elementor-element-2f5840a elementor-widget elementor-widget-penci-info-box\" data-id=\"2f5840a\" data-element_type=\"widget\" data-widget_type=\"penci-info-box.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div id=\"penci_info_box_78782\" class=\"penci-block-vc penci-info-box penci-ibox-float-left penci-view-default penci-shape-circle\">\r\n\t\t\t<div class=\"penci-ibox-inner\">\r\n\t\t\t\t\t\t\t\t<div class=\"penci-ibox-icon penci-ibox-icon--icon penci-icon penci-tibox-text\"><span class=\"penci-ibox-icon-fa\"><\/span><\/div>\t\t\t\t<div class=\"penci-ibox-content-wrap\">\r\n\t\t\t\t\t<div class=\"penci-ibox-stit\">Foundation Engineering<\/div>\t\t\t\t\t<h3 class=\"penci-ibox-title\">\u57fa\u790e\u5de5\u7a0b <\/h3>\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\r\n\t\t\t<\/div>\r\n\t\t<\/div>\r\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-c6381f4 elementor-widget elementor-widget-eael-adv-tabs\" data-id=\"c6381f4\" data-element_type=\"widget\" data-widget_type=\"eael-adv-tabs.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t        <div id=\"eael-advance-tabs-c6381f4\" class=\"eael-advance-tabs eael-tabs-horizontal eael-tab-auto-active\" data-tabid=\"c6381f4\">\n            <div class=\"eael-tabs-nav\">\n                <ul class=\"eael-tab-inline-icon\">\n                                            <li id=\"home\" class=\"active-default eael-tab-item-trigger\" aria-selected=\"true\" data-tab=\"1\" 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0-8-3.6-8-8v-16c0-4.4 3.6-8 8-8h144c4.4 0 8 3.6 8 8v16zm0-96c0 4.4-3.6 8-8 8H168c-4.4 0-8-3.6-8-8v-16c0-4.4 3.6-8 8-8h144c4.4 0 8 3.6 8 8v16zm0-96c0 4.4-3.6 8-8 8H168c-4.4 0-8-3.6-8-8v-16c0-4.4 3.6-8 8-8h144c4.4 0 8 3.6 8 8v16z\"><\/path><\/svg>                                                            \n                                                            <span class=\"eael-tab-title  title-after-icon\">\u8ab2\u7a0b\u7db1\u8981<\/span>                            \n                                                    <\/li>\n                                            <li id=\"calendar\" class=\"inactive eael-tab-item-trigger\" aria-selected=\"false\" data-tab=\"4\" role=\"tab\" tabindex=\"-1\" aria-controls=\"calendar-tab\" aria-expanded=\"false\">\n                            \n                                                                <svg class=\"e-font-icon-svg e-far-calendar-alt\" viewBox=\"0 0 448 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M148 288h-40c-6.6 0-12-5.4-12-12v-40c0-6.6 5.4-12 12-12h40c6.6 0 12 5.4 12 12v40c0 6.6-5.4 12-12 12zm108-12v-40c0-6.6-5.4-12-12-12h-40c-6.6 0-12 5.4-12 12v40c0 6.6 5.4 12 12 12h40c6.6 0 12-5.4 12-12zm96 0v-40c0-6.6-5.4-12-12-12h-40c-6.6 0-12 5.4-12 12v40c0 6.6 5.4 12 12 12h40c6.6 0 12-5.4 12-12zm-96 96v-40c0-6.6-5.4-12-12-12h-40c-6.6 0-12 5.4-12 12v40c0 6.6 5.4 12 12 12h40c6.6 0 12-5.4 12-12zm-96 0v-40c0-6.6-5.4-12-12-12h-40c-6.6 0-12 5.4-12 12v40c0 6.6 5.4 12 12 12h40c6.6 0 12-5.4 12-12zm192 0v-40c0-6.6-5.4-12-12-12h-40c-6.6 0-12 5.4-12 12v40c0 6.6 5.4 12 12 12h40c6.6 0 12-5.4 12-12zm96-260v352c0 26.5-21.5 48-48 48H48c-26.5 0-48-21.5-48-48V112c0-26.5 21.5-48 48-48h48V12c0-6.6 5.4-12 12-12h40c6.6 0 12 5.4 12 12v52h128V12c0-6.6 5.4-12 12-12h40c6.6 0 12 5.4 12 12v52h48c26.5 0 48 21.5 48 48zm-48 346V160H48v298c0 3.3 2.7 6 6 6h340c3.3 0 6-2.7 6-6z\"><\/path><\/svg>                                                            \n                                                            <span class=\"eael-tab-title  title-after-icon\">\u8ab2\u7a0b\u884c\u4e8b\u66c6<\/span>                            \n                                                    <\/li>\n                                    <\/ul>\n            <\/div>\n            \n            <div class=\"eael-tabs-content\">\n\t\t        \n                    <div id=\"home-tab\" class=\"clearfix eael-tab-content-item active-default\" data-title-link=\"home-tab\">\n\t\t\t\t        \t\t\t\t\t        <p><style type=\"text\/css\">\n.\u3002 {<br \/>\tfont-size: 18px;<br \/>}<br \/>.\u3002 {<br \/>\tfont-size: 18px;<br \/>}<br \/>.\u3002 {<br \/>\tfont-size: 18px;<br \/>}<br \/><\/style><\/p><p style=\"margin-bottom: 10px; line-height: 28px; color: #101010; font-family: \u5fae\u8edf\u6b63\u9ed1\u9ad4, Arial; font-size: 16px;\">\u672c\u8ab2\u7a0b\u662f\u7531\u00a0<a href=\"https:\/\/ce.nycu.edu.tw\/\" target=\"_blank\" rel=\"noopener\">\u570b\u7acb\u967d\u660e\u4ea4\u901a\u5927\u5b78\u571f\u6728\u5de5\u7a0b\u5b78\u7cfb<\/a>\u63d0\u4f9b\u3002<\/p><p class=\"text\">An introduction for undergraduate civil engineering students to the fundamental concepts and application of foundation engineering.<br \/><br \/><\/p><p><span style=\"color: #3366ff; font-size: 16px;\">\u8ab2\u7a0b\u7528\u66f8\uff1a<\/span><span style=\"font-size: 16px;\">Das, B.M., 2011. \u201cPrinciples of Foundation Engineering.\u201d 7th Edition, Cengage Learning.<\/span><\/p><p style=\"color: #ff00ff; font-size: 14px;\">\u70ba\u6c42\u5b78\u7fd2\u6210\u6548\u5b8c\u7f8e\uff0c\u8acb\u8cfc\u8cb7\u8ab2\u672c\uff01<br \/><br \/><\/p><table style=\"color: #101010; font-family: \u5fae\u8edf\u6b63\u9ed1\u9ad4, Arial; font-size: 16px;\" border=\"1\"><tbody><tr><th style=\"text-align: center;\" nowrap=\"nowrap\" bgcolor=\"#FFF3DB\" width=\"100\"><span style=\"color: #313131; font-family: PT Serif, serif;\"><span style=\"font-weight: 400; white-space: normal;\">\u6388\u8ab2\u6559\u5e2b<\/span><\/span><\/th><td bgcolor=\"#EEEEEE\" width=\"518\"><span style=\"color: #313131; font-family: PT Serif, serif;\"><span style=\"color: #313131; font-family: PT Serif, serif;\"><span style=\"color: #313131; font-family: PT Serif, serif;\"><span style=\"color: #313131; font-family: PT Serif, serif;\"><span style=\"color: #313131; font-family: PT Serif, serif;\"><span style=\"color: #313131; font-family: PT Serif, serif;\">\u00a0\u571f\u6728\u5de5\u7a0b\u5b78\u7cfb \u9ec3\u5b89\u658c\u8001\u5e2b<\/span><\/span><\/span><\/span><\/span><\/span><\/td><\/tr><tr><th style=\"text-align: center;\" nowrap=\"nowrap\" bgcolor=\"#FFF3DB\"><span style=\"color: #313131; font-family: PT Serif, serif;\"><span style=\"font-weight: 400; white-space: normal;\">\u8ab2\u7a0b\u5b78\u5206<\/span><\/span><\/th><td class=\"text\"><span style=\"color: #313131; font-family: PT Serif, serif;\"><span style=\"color: #313131; font-family: PT Serif, serif;\"><span style=\"color: #313131; font-family: PT Serif, serif;\"><span style=\"color: #313131; font-family: PT Serif, serif;\"><span style=\"color: #313131; font-family: PT Serif, serif;\"><span style=\"color: #313131; font-family: PT Serif, serif;\">\u00a03\u5b78\u5206<\/span><\/span><\/span><\/span><\/span><\/span><\/td><\/tr><tr><th class=\"text\" style=\"text-align: center;\" nowrap=\"nowrap\" bgcolor=\"#FFF3DB\"><span style=\"color: #313131; font-family: PT Serif, serif;\"><span style=\"font-weight: 400; white-space: normal;\">\u6388\u8ab2\u5e74\u5ea6<\/span><\/span><\/th><td class=\"text\" bgcolor=\"#EEEEEE\"><span style=\"color: #313131; font-family: PT Serif, serif;\"><span style=\"color: #313131; font-family: PT Serif, serif;\"><span style=\"color: #313131; font-family: PT Serif, serif;\"><span style=\"color: #313131; font-family: PT Serif, serif;\"><span style=\"color: #313131; font-family: PT Serif, serif;\"><span style=\"color: #313131; font-family: PT Serif, serif;\">\u00a0104\u5b78\u5e74\u5ea6<\/span><\/span><\/span><\/span><\/span><\/span><\/td><\/tr><tr><th style=\"text-align: center;\" nowrap=\"nowrap\" bgcolor=\"#FFF3DB\"><span style=\"color: #313131; font-family: PT Serif, serif;\"><span style=\"font-weight: 400; white-space: normal;\">\u6388\u8ab2\u5c0d\u8c61<\/span><\/span><\/th><td class=\"text\"><span style=\"color: #313131; font-family: PT Serif, serif;\"><span style=\"color: #313131; font-family: PT Serif, serif;\"><span style=\"color: #313131; font-family: PT Serif, serif;\"><span style=\"color: #313131; font-family: PT Serif, serif;\"><span style=\"color: #313131; font-family: PT Serif, serif;\"><span style=\"color: #313131; font-family: PT Serif, serif;\">\u00a0\u5927\u5b783\u5e74\u7d1a<\/span><\/span><\/span><\/span><\/span><\/span><\/td><\/tr><tr><th style=\"text-align: center;\" nowrap=\"nowrap\" bgcolor=\"#FFF3DB\"><span style=\"color: #313131; font-family: PT Serif, serif;\"><span style=\"font-weight: 400; white-space: normal;\">\u9810\u5099\u77e5\u8b58<\/span><\/span><\/th><td class=\"text\" bgcolor=\"#EEEEEE\"><span style=\"color: #313131; font-family: PT Serif, serif;\"><span style=\"color: #313131; font-family: PT Serif, serif;\"><span style=\"color: #313131; font-family: PT Serif, serif;\"><span style=\"color: #313131; font-family: PT Serif, serif;\"><span style=\"color: #313131; font-family: PT Serif, serif;\"><span style=\"color: #313131; font-family: PT Serif, serif;\">\u00a0\u571f\u58e4\u529b\u5b78<\/span><\/span><\/span><\/span><\/span><\/span><\/td><\/tr><tr><th style=\"text-align: center;\" nowrap=\"nowrap\" bgcolor=\"#FFF3DB\"><span style=\"color: #313131; font-family: PT Serif, serif;\"><span style=\"font-weight: 400; white-space: normal;\">\u8ab2\u7a0b\u63d0\u4f9b<\/span><\/span><\/th><td class=\"text\"><span style=\"color: #313131; font-family: PT Serif, serif;\"><span style=\"color: #313131; font-family: PT Serif, serif;\"><span style=\"color: #313131; font-family: PT Serif, serif;\"><span style=\"color: #313131; font-family: PT Serif, serif;\"><span style=\"color: #313131; font-family: PT Serif, serif;\"><span style=\"color: #313131; font-family: PT Serif, serif;\">\u00a0<a href=\"#video\">\u8ab2\u7a0b\u5f71\u97f3<\/a>\u00a0 \u00a0<a href=\"#syllabus\">\u8ab2\u7a0b\u7db1\u8981<\/a> \u00a0\u00a0<a href=\"#calendar\">\u8ab2\u7a0b\u884c\u4e8b\u66c6<\/a><\/span><\/span><\/span><\/span><\/span><\/span><\/td><\/tr><\/tbody><\/table>\t\t\t\t                            <\/div>\n\t\t        \n                    <div id=\"video-tab\" class=\"clearfix eael-tab-content-item inactive\" data-title-link=\"video-tab\">\n\t\t\t\t        \t\t\t\t\t        <p>\n<table id=\"tablepress-168\" class=\"tablepress tablepress-id-168\">\n<thead>\n<tr class=\"row-1 odd\">\n\t<th class=\"column-1\">\u9031\u6b21<\/th><th class=\"column-2\">\u8ab2\u7a0b\u5167\u5bb9<\/th><th class=\"column-3\">\u8ab2\u7a0b\u5f71\u97f3<\/th>\n<\/tr>\n<\/thead>\n<tbody class=\"row-hover\">\n<tr class=\"row-2 even\">\n\t<td class=\"column-1\">\u7b2c\u4e00\u9031<\/td><td class=\"column-2\">\u8ab2\u7a0b\u4ecb\u7d39<\/td><td class=\"column-3\"><a href=\"\/?post_type=course_page&amp;p=57032\">\u7dda\u4e0a\u89c0\u770b<\/a><\/td>\n<\/tr>\n<tr class=\"row-3 odd\">\n\t<td class=\"column-1\">\u7b2c\u4e00\u9031<\/td><td class=\"column-2\">Ch 2 Natural soil deposit and subsoil exploration (1\/3)<br \/>\n2.11 Subsurface Exploration<br \/>\n2.12 Subsurface Exploration Program<br \/>\n2.13 Exploratory borings in the field<br \/>\n2.14 Procedures for sampling soil<br \/>\n2.15 Split-spoon (barrel) sampling<\/td><td class=\"column-3\"><a href=\"\/?post_type=course_page&amp;p=78275\">\u7dda\u4e0a\u89c0\u770b<\/a><\/td>\n<\/tr>\n<tr class=\"row-4 even\">\n\t<td class=\"column-1\">\u7b2c\u4e8c\u9031<\/td><td class=\"column-2\">Ch 2 Natural soil deposit and subsoil exploration (2\/3)<br \/>\n2.15 Split-spoon (barrel) sampling<br \/>\n2.16 Scraper bucket<br \/>\n2.17 &amp; 2.18 Undisturbed samples<br \/>\n2.19 Observation of water table<\/td><td class=\"column-3\"><a href=\"\/?post_type=course_page&amp;p=78281\">\u7dda\u4e0a\u89c0\u770b<\/a><\/td>\n<\/tr>\n<tr class=\"row-5 odd\">\n\t<td class=\"column-1\">\u7b2c\u4e8c\u9031<\/td><td class=\"column-2\">Ch 2 Natural soil deposit and subsoil exploration (3\/3)<br \/>\n2.20 The vane shear test (VST)<br \/>\n2.21 The cone penetration test (CPT)<br \/>\n2.22 Pressuremeter test (PMT)<br \/>\n2.23 The Flat Plate Dilatometer test (DMT)<br \/>\n2.25 The boring logs<br \/>\n2.26 Geophysical exploration<br \/>\n2.27 Sub<\/td><td class=\"column-3\"><a href=\"\/?post_type=course_page&amp;p=78287\">\u7dda\u4e0a\u89c0\u770b<\/a><\/td>\n<\/tr>\n<tr class=\"row-6 even\">\n\t<td class=\"column-1\">\u7b2c\u4e09\u9031<\/td><td class=\"column-2\">Ch 3 Shallow foundationsultimate bearing capacity (1\/3)<br \/>\n3.1 Introduction<br \/>\n3.2 General concept<br \/>\n3.3 Terzaghi\u2019s bearing capacity theory<br \/>\n3.4 Factor of safety<br \/>\n3.5 Modification of BCE for water table<br \/>\n3.6 The general bearing capacity equation<br \/>\n3.7 Case studies on <\/td><td class=\"column-3\"><a href=\"\/?post_type=course_page&amp;p=78293\">\u7dda\u4e0a\u89c0\u770b<\/a><\/td>\n<\/tr>\n<tr class=\"row-7 odd\">\n\t<td class=\"column-1\">\u7b2c\u56db\u9031<\/td><td class=\"column-2\">Ch 3 Shallow foundationsultimate bearing capacity (2\/3)<br \/>\n3.8 Effect of soil compressibility<br \/>\n3.9 Eccentrically loaded foundations<br \/>\n3.10 Ultimate bearing capacity under eccentric loading \u2013 one way eccentricity<br \/>\n3.11 Bearing capacity \u2013 two way eccentricity<\/td><td class=\"column-3\"><a href=\"\/?post_type=course_page&amp;p=78299\">\u7dda\u4e0a\u89c0\u770b<\/a><\/td>\n<\/tr>\n<tr class=\"row-8 even\">\n\t<td class=\"column-1\">\u7b2c\u56db\u9031<\/td><td class=\"column-2\">Ch 3 Shallow foundationsultimate bearing capacity (3\/3)<br \/>\n3.10 Ultimate bearing capacity under eccentric loading \u2013 one way eccentricity<br \/>\n3.11 Bearing capacity \u2013 two way eccentricity<\/td><td class=\"column-3\"><a href=\"\/?post_type=course_page&amp;p=78305\">\u7dda\u4e0a\u89c0\u770b<\/a><\/td>\n<\/tr>\n<tr class=\"row-9 odd\">\n\t<td class=\"column-1\">\u7b2c\u56db\u9031<\/td><td class=\"column-2\">Ch 5 Shallow foundations: allowable bearing capacity and settlement (1\/3)<br \/>\n5.1 Introduction<br \/>\n5.2 Stress due to a concentrated load<br \/>\n5.3 Stress due to a circular loaded area<br \/>\n5.4 Stress below a rectangular area<br \/>\n5.5 Average stress increase due to a rectangularl<\/td><td class=\"column-3\"><a href=\"\/?post_type=course_page&amp;p=78311\">\u7dda\u4e0a\u89c0\u770b<\/a><\/td>\n<\/tr>\n<tr class=\"row-10 even\">\n\t<td class=\"column-1\">\u7b2c\u4e94\u9031<\/td><td class=\"column-2\">Ch 5 Shallow foundations: allowable bearing capacity and settlement (2\/3)<br \/>\n5.12 Settlement of sandy soil: use of strain influence factor<br \/>\n5.13 Settlement of foundation on sand based on SPT<br \/>\n5.15 Primary consolidation settlement relationships<\/td><td class=\"column-3\"><a href=\"\/?post_type=course_page&amp;p=78317\">\u7dda\u4e0a\u89c0\u770b<\/a><\/td>\n<\/tr>\n<tr class=\"row-11 odd\">\n\t<td class=\"column-1\">\u7b2c\u4e94\u9031<\/td><td class=\"column-2\">Ch 5 Shallow foundations: allowable bearing capacity and settlement (3\/3)<br \/>\n5.17 Settlement due to secondary consolidation<br \/>\n5.18 Field load test<br \/>\n5.19 Presumptive bearing capacity<br \/>\n5.20 Tolerable settlement of buildings<\/td><td class=\"column-3\"><a href=\"\/?post_type=course_page&amp;p=78323\">\u7dda\u4e0a\u89c0\u770b<\/a><\/td>\n<\/tr>\n<tr class=\"row-12 even\">\n\t<td class=\"column-1\">\u7b2c\u516d\u9031<\/td><td class=\"column-2\">Ch 6 Mat Foundations<br \/>\n6.1 Introduction<br \/>\n6.2 Combined footings<br \/>\n6.3 Common types of mat foundations<br \/>\n6.5 Differential settlement of mat<br \/>\n6.6 Field settlement observations for mat foundations<br \/>\n6.7 Compensated foundations<\/td><td class=\"column-3\"><a href=\"\/?post_type=course_page&amp;p=78329\">\u7dda\u4e0a\u89c0\u770b<\/a><\/td>\n<\/tr>\n<tr class=\"row-13 odd\">\n\t<td class=\"column-1\">\u7b2c\u4e03\u9031<\/td><td class=\"column-2\">Ch 7 Lateral Earth Pressure (1\/4)<br \/>\n7.1 Introduction<br \/>\n7.2 Lateral earth pressure at rest<\/td><td class=\"column-3\"><a href=\"\/?post_type=course_page&amp;p=78335\">\u7dda\u4e0a\u89c0\u770b<\/a><\/td>\n<\/tr>\n<tr class=\"row-14 even\">\n\t<td class=\"column-1\">\u7b2c\u4e03\u9031<\/td><td class=\"column-2\">Ch 7 Lateral Earth Pressure (2\/4)<br \/>\n7.3 Rankine active earth pressure<br \/>\n7.4 A general case for Rankine active pressure<\/td><td class=\"column-3\"><a href=\"\/?post_type=course_page&amp;p=78345\">\u7dda\u4e0a\u89c0\u770b<\/a><\/td>\n<\/tr>\n<tr class=\"row-15 odd\">\n\t<td class=\"column-1\">\u7b2c\u516b\u9031<\/td><td class=\"column-2\">Ch 7 Lateral Earth Pressure (3\/4)<br \/>\n7.4 A general case for Rankine active pressure<br \/>\n7.5  Coulomb\u2019s active earth pressure<\/td><td class=\"column-3\"><a href=\"\/?post_type=course_page&amp;p=78351\">\u7dda\u4e0a\u89c0\u770b<\/a><\/td>\n<\/tr>\n<tr class=\"row-16 even\">\n\t<td class=\"column-1\">\u7b2c\u516b\u9031<\/td><td class=\"column-2\">Ch 7 Lateral Earth Pressure (4\/4)<br \/>\n7.6 Lateral earth pressure due to surcharge<br \/>\n7.7 Active earth pressure for earthquake conditions<br \/>\n7.8 Active pressure for wall rotation about the top: braced cut<br \/>\n7.9 Active earth pressure for translation of retaining wall \u2013<\/td><td class=\"column-3\"><a href=\"\/?post_type=course_page&amp;p=78357\">\u7dda\u4e0a\u89c0\u770b<\/a><\/td>\n<\/tr>\n<tr class=\"row-17 odd\">\n\t<td class=\"column-1\">\u7b2c\u4e5d\u9031<\/td><td class=\"column-2\">Ch 8 Retaining Walls (1\/2)<br \/>\n8.1 Introduction<br \/>\n8.2 Proportioning retaining walls<br \/>\n8.3 Application of lateral earth pressure theories to design<br \/>\n8.4 Stability of retaining walls<br \/>\n8.5 Check for overturning<br \/>\n8.6 Check for sliding along the base<\/td><td class=\"column-3\"><a href=\"\/?post_type=course_page&amp;p=78363\">\u7dda\u4e0a\u89c0\u770b<\/a><\/td>\n<\/tr>\n<tr class=\"row-18 even\">\n\t<td class=\"column-1\">\u7b2c\u4e5d\u9031<\/td><td class=\"column-2\">Ch 8 Retaining Walls (2\/2)<br \/>\n8.7 Check for bearing capacity failure<br \/>\n8.8 Construction joints &amp; drainage from backfill<br \/>\n8.10 Comments on design of retaining walls and a case study<br \/>\n8.11 Soil reinforcement<br \/>\n8.12 Considerations in (metallic ) soil reinforcement<br \/>\n8.<\/td><td class=\"column-3\"><a href=\"\/?post_type=course_page&amp;p=78369\">\u7dda\u4e0a\u89c0\u770b<\/a><\/td>\n<\/tr>\n<tr class=\"row-19 odd\">\n\t<td class=\"column-1\">\u7b2c\u5341\u4e00\u9031<\/td><td class=\"column-2\">Ch 9 Sheet Pile Walls (1\/3)<br \/>\n9.1 Introduction<br \/>\n9.2 Construction methods<br \/>\n9.3 Cantilever sheet pile walls<br \/>\n9.4 Cantilever sheet piling penetrating sandy soils<\/td><td class=\"column-3\"><a href=\"\/?post_type=course_page&amp;p=78375\">\u7dda\u4e0a\u89c0\u770b<\/a><\/td>\n<\/tr>\n<tr class=\"row-20 even\">\n\t<td class=\"column-1\">\u7b2c\u5341\u4e00\u9031<\/td><td class=\"column-2\">Ch 9 Sheet Pile Walls (2\/3)<br \/>\n9.4 Cantilever sheet piling penetrating sandy soils<br \/>\n9.5 Special cases for cantilever walls penetrating a sandy soil<br \/>\n9.6 Cantilever sheet piling penetrating clay  (undrained, f = 0)<br \/>\n9.7 Special cases for cantilever walls penetra<\/td><td class=\"column-3\"><a href=\"\/?post_type=course_page&amp;p=78381\">\u7dda\u4e0a\u89c0\u770b<\/a><\/td>\n<\/tr>\n<tr class=\"row-21 odd\">\n\t<td class=\"column-1\">\u7b2c\u5341\u4e8c\u9031<\/td><td class=\"column-2\">Ch 9 Sheet Pile Walls (3\/3)<br \/>\n9.13 Fixed earth-support method for penetration into sandy soil<br \/>\n9.14 Field observations for anchor sheet pile walls<br \/>\n9.15 Free earth support method for penetration of clay<br \/>\n9.16 Anchors<br \/>\n9.17 Holding capacity of anchor plates in s<\/td><td class=\"column-3\"><a href=\"\/?post_type=course_page&amp;p=78387\">\u7dda\u4e0a\u89c0\u770b<\/a><\/td>\n<\/tr>\n<tr class=\"row-22 even\">\n\t<td class=\"column-1\">\u7b2c\u5341\u4e8c\u9031<\/td><td class=\"column-2\">Ch 10 Braced Cuts (1\/3)<br \/>\n10.1 Introduction<br \/>\n10.2 Pressure envelope for braced-cut design<\/td><td class=\"column-3\"><a href=\"\/?post_type=course_page&amp;p=78393\">\u7dda\u4e0a\u89c0\u770b<\/a><\/td>\n<\/tr>\n<tr class=\"row-23 odd\">\n\t<td class=\"column-1\">\u7b2c\u5341\u4e09\u9031<\/td><td class=\"column-2\">Ch 10 Braced Cuts (2\/3)<br \/>\n10.2 Pressure envelope for braced-cut design<br \/>\n10.3 Pressure envelope for cuts in layered soil<br \/>\n10.4 Design of various components of a braced cut<\/td><td class=\"column-3\"><a href=\"\/?post_type=course_page&amp;p=78399\">\u7dda\u4e0a\u89c0\u770b<\/a><\/td>\n<\/tr>\n<tr class=\"row-24 even\">\n\t<td class=\"column-1\">\u7b2c\u5341\u4e09\u9031<\/td><td class=\"column-2\">Ch 10 Braced Cuts (3\/3)<br \/>\n10.4 Design of various components of a braced cut<br \/>\n10.5 Case studies of braced cuts<br \/>\n10.6 Bottom heave of a cut in clay<br \/>\n10.7 Stability of the bottom of a cut in sand<br \/>\n10.8 Lateral yielding of sheet piles and ground settlement<\/td><td class=\"column-3\"><a href=\"\/?post_type=course_page&amp;p=78405\">\u7dda\u4e0a\u89c0\u770b<\/a><\/td>\n<\/tr>\n<tr class=\"row-25 odd\">\n\t<td class=\"column-1\">\u7b2c\u5341\u56db\u9031<\/td><td class=\"column-2\">Ch 11 Pile Foundations (1\/6)<br \/>\n11.1 Introduction<\/td><td class=\"column-3\"><a href=\"\/?post_type=course_page&amp;p=78411\">\u7dda\u4e0a\u89c0\u770b<\/a><\/td>\n<\/tr>\n<tr class=\"row-26 even\">\n\t<td class=\"column-1\">\u7b2c\u5341\u4e94\u9031<\/td><td class=\"column-2\">Ch 11 Pile Foundations (2\/6)<br \/>\n11.2 Types of (driven) piles \u2013 according to materials<\/td><td class=\"column-3\"><a href=\"\/?post_type=course_page&amp;p=78421\">\u7dda\u4e0a\u89c0\u770b<\/a><\/td>\n<\/tr>\n<tr class=\"row-27 odd\">\n\t<td class=\"column-1\">\u7b2c\u5341\u4e94\u9031<\/td><td class=\"column-2\">Ch 11 Pile Foundations (3\/6)<br \/>\n11.3 Estimating pile length<br \/>\n11.4 Installation of piles<br \/>\n11.5 Load transfer mechanism<br \/>\n11.6 Equations for estimating pile capacity<br \/>\n11.7 Meyerhof\u2019s method for estimating Qp<br \/>\n11.8 Vesic\u2019s method for estimating Qp<\/td><td class=\"column-3\"><a href=\"\/?post_type=course_page&amp;p=78431\">\u7dda\u4e0a\u89c0\u770b<\/a><\/td>\n<\/tr>\n<tr class=\"row-28 even\">\n\t<td class=\"column-1\">\u7b2c\u5341\u516d\u9031<\/td><td class=\"column-2\">Ch 11 Pile Foundations (4\/6)<br \/>\n11.7 Meyerhof\u2019s method for estimating Qp<br \/>\n11.8 Vesic\u2019s method for estimating Qp<br \/>\n11.9 Coyle and Castello\u2019s method for estimating Qp in sand<br \/>\n11.10 Correlations for calculating Qp with SPT and CPT results<br \/>\n11.11 Frictional resistan<\/td><td class=\"column-3\"><a href=\"\/?post_type=course_page&amp;p=78437\">\u7dda\u4e0a\u89c0\u770b<\/a><\/td>\n<\/tr>\n<tr class=\"row-29 odd\">\n\t<td class=\"column-1\">\u7b2c\u5341\u516d\u9031<\/td><td class=\"column-2\">Ch 11 Pile Foundations (5\/6)<br \/>\n11.12 Frictional (skin) resistance in clay<br \/>\n11.13 Point bearing capacity of piles resting on rock<br \/>\n11.14 Pile load test<br \/>\n11.15 Elastic settlement of piles<\/td><td class=\"column-3\"><a href=\"\/?post_type=course_page&amp;p=78443\">\u7dda\u4e0a\u89c0\u770b<\/a><\/td>\n<\/tr>\n<tr class=\"row-30 even\">\n\t<td class=\"column-1\">\u7b2c\u5341\u4e03\u9031<\/td><td class=\"column-2\">Ch 11 Pile Foundations (6\/6)<br \/>\n11.17 Pile-driving formula<br \/>\n11.19 Negative skin friction<\/td><td class=\"column-3\"><a href=\"\/?post_type=course_page&amp;p=78449\">\u7dda\u4e0a\u89c0\u770b<\/a><\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<!-- #tablepress-168 from cache -->\u00a0<\/p>\t\t\t\t                            <\/div>\n\t\t        \n                    <div id=\"syllabus-tab\" class=\"clearfix eael-tab-content-item inactive\" data-title-link=\"syllabus-tab\">\n\t\t\t\t        \t\t\t\t\t        <p class=\"title\"><strong>\u8ab2\u7a0b\u76ee\u6a19<\/strong><\/p><p class=\"text\">An introduction for undergraduate civil engineering students to the fundamental concepts and application of foundation engineering.<\/p><p>\u00a0<\/p><p class=\"title\"><strong>\u8ab2\u7a0b\u7ae0\u7bc0<\/strong><\/p><table border=\"1\" cellspacing=\"0\"><tbody><tr class=\"stitle\"><td bgcolor=\"#e4d8b0\"><strong> \u7ae0\u7bc0\u5167\u5bb9<\/strong><\/td><\/tr><tr><td style=\"padding: 5px;\"><span class=\"text\">Introduction (\u8ab2\u7a0b\u5167\u5bb9\u4ecb\u7d39)<\/span><\/td><\/tr><tr><td style=\"padding: 5px;\" bgcolor=\"#f2f2ec\"><span class=\"text\">Subsurface exploration (\u5730\u4e0b\u63a2\u6e2c)<\/span><\/td><\/tr><tr><td style=\"padding: 5px;\"><span class=\"text\">Shallow foundations (\u6dfa\u57fa\u790e)\u3000<\/span><\/td><\/tr><tr><td style=\"padding: 5px;\" bgcolor=\"#f2f2ec\"><span class=\"text\">Mat foundations (\u7b4f\u5f0f\u57fa\u790e)<\/span><\/td><\/tr><tr><td style=\"padding: 5px;\"><span class=\"text\">Lateral earth pressure \u5074\u5411\u571f\u58d3\u529b<\/span><\/td><\/tr><tr><td style=\"padding: 5px;\" bgcolor=\"#f2f2ec\"><span class=\"text\">Retaining walls \u64cb\u571f\u7246<\/span><\/td><\/tr><tr><td style=\"padding: 5px;\"><span class=\"text\">Sheet pile Structures \u677f\u6a01\u7d50\u69cb<\/span><\/td><\/tr><tr><td style=\"padding: 5px;\" bgcolor=\"#f2f2ec\"><span class=\"text\">Braced cuts \u652f\u6490\u958b\u6316<\/span><\/td><\/tr><tr><td style=\"padding: 5px;\"><span class=\"text\">Pile foundations \u6a01\u57fa\u790e<\/span><\/td><\/tr><\/tbody><\/table><p class=\"title\"><strong><br \/>\u8ab2\u7a0b\u66f8\u76ee<\/strong><\/p><p class=\"text\">Das, B.M., 2011. \u201cPrinciples of Foundation Engineering.\u201d 7th Edition, Cengage Learning.<\/p><p>\u00a0<\/p><p class=\"title\"><strong>\u8a55\u5206\u6a19\u6e96<\/strong><\/p><table border=\"1\" cellspacing=\"0\"><tbody><tr class=\"stitle\"><td bgcolor=\"#e4d8b0\"><strong>\u9805\u76ee<\/strong><\/td><td bgcolor=\"#e4d8b0\"><strong>\u767e\u5206\u6bd4<\/strong><\/td><\/tr><tr><td style=\"padding: 5px;\"><span class=\"text\">\u4f5c\u696d (Homeworks)<\/span><\/td><td style=\"padding: 5px;\"><span class=\"text\">10%<\/span><\/td><\/tr><tr><td style=\"padding: 5px;\" bgcolor=\"#f2f2ec\"><span class=\"text\">\u7b2c\u4e00\u6b21\u5c0f\u8003 (First Quiz)<\/span><\/td><td style=\"padding: 5px;\" bgcolor=\"#f2f2ec\"><span class=\"text\">22.5%<\/span><\/td><\/tr><tr><td style=\"padding: 5px;\"><span class=\"text\">\u7b2c\u4e8c\u6b21\u5c0f\u8003 (Second Quiz)<\/span><\/td><td style=\"padding: 5px;\"><span class=\"text\">22.5%<\/span><\/td><\/tr><tr><td style=\"padding: 5px;\" bgcolor=\"#f2f2ec\"><span class=\"text\">\u7b2c\u4e09\u6b21\u5c0f\u8003 (Third Quiz)<\/span><\/td><td style=\"padding: 5px;\" bgcolor=\"#f2f2ec\"><span class=\"text\">22.5%<\/span><\/td><\/tr><tr><td style=\"padding: 5px;\"><span class=\"text\">\u7b2c\u56db\u6b21\u5c0f\u8003 (Fourth Quiz)<\/span><\/td><td style=\"padding: 5px;\"><span class=\"text\">22.5%<\/span><\/td><\/tr><\/tbody><\/table>\t\t\t\t                            <\/div>\n\t\t        \n                    <div id=\"calendar-tab\" class=\"clearfix eael-tab-content-item inactive\" data-title-link=\"calendar-tab\">\n\t\t\t\t        \t\t\t\t\t        <p><span style=\"font-family: \u65b0\u7d30\u660e\u9ad4; font-size: 15px;\">\u672c\u8ab2\u7a0b\u884c\u4e8b\u66c6\u63d0\u4f9b\u8ab2\u7a0b\u9032\u5ea6\u8207\u8003\u8a66\u8cc7\u8a0a\u53c3\u8003\u3002<\/span><\/p><table style=\"font-style: normal; line-height: 20px; font-size: 15px; text-align: center;\" border=\"1\" cellspacing=\"0\"><tbody><tr><td bgcolor=\"#e4d8b0\" width=\"76\"><div style=\"text-align: center;\"><span style=\"color: #000000; font-weight: bold;\"><strong>\u5b78\u671f\u9031\u6b21<\/strong><\/span><\/div><\/td><td bgcolor=\"#e4d8b0\" width=\"135\"><div style=\"text-align: center;\" align=\"center\"><span style=\"font-family: 'Times New Roman'; font-weight: bold;\"><strong>\u4e0a\u8ab2\u65e5\u671f<\/strong><\/span><\/div><\/td><td bgcolor=\"#e4d8b0\" width=\"440\"><div style=\"text-align: center; font-size: 15px; font-weight: bold;\"><strong>\u53c3\u8003\u8ab2\u7a0b\u9032\u5ea6<\/strong><\/div><\/td><\/tr><tr><td style=\"text-align: center;\"><p><span class=\"text\">\u7b2c\u4e00\u9031<\/span><\/p><\/td><td style=\"line-height: 20px; font-style: normal; font-size: 15px; text-align: center;\">2015\/09\/15 <br \/>2015\/09\/18<\/td><td style=\"text-align: left; padding: 5px;\"><ul><li>Introduction (\u8ab2\u7a0b\u4ecb\u7d39) <br \/>Ch 2\u000b Natural soil deposit and subsoil exploration (\u5730\u4e0b\u63a2\u6e2c) <br \/>2.11 Subsurface Exploration <br \/>2.12 Subsurface Exploration Program <br \/>2.13 Exploratory borings in the field <br \/>2.14 Procedures for sampling soil <br \/>2.15 Split-spoon (barrel) sampling<\/li><\/ul><\/td><\/tr><tr><td style=\"text-align: center;\" bgcolor=\"#f2f2ec\"><span class=\"text\">\u7b2c\u4e8c\u9031<\/span><\/td><td style=\"text-align: center;\" bgcolor=\"#f2f2ec\">2015\/09\/22 <br \/>2015\/09\/25<\/td><td style=\"text-align: left; padding: 5px;\" bgcolor=\"#f2f2ec\"><ul><li>Ch 2\u000b Natural soil deposit and subsoil exploration (\u5730\u4e0b\u63a2\u6e2c) <br \/>2.15 Split-spoon (barrel) sampling <br \/>2.16 Scraper bucket <br \/>2.17 &amp; 2.18 Undisturbed samples <br \/>2.19 Observation of water table <br \/>2.20 The vane shear test (VST) <br \/>2.21 The cone penetration test (CPT) <br \/>2.22 Pressuremeter test (PMT) <br \/>2.23 The Flat Plate Dilatometer test (DMT) <br \/>2.25 The boring logs <br \/>2.26 Geophysical exploration <br \/>2.27 Subsurface exploration report<\/li><\/ul><\/td><\/tr><tr><td style=\"text-align: center;\"><span class=\"text\">\u7b2c\u4e09\u9031<\/span><\/td><td style=\"text-align: center;\">2015\/09\/30 <br \/>2015\/10\/02<\/td><td style=\"text-align: left; padding: 5px;\"><ul><li>Ch 3 Shallow foundations\u000bultimate bearing capacity (\u6dfa\u57fa\u790e) <br \/>3.1 Introduction <br \/>3.2 General concept <br \/>3.3 Terzaghi\u2019s bearing capacity theory <br \/>3.4 Factor of safety <br \/>3.5 Modification of BCE for water table <br \/>3.6 The general bearing capacity equation <br \/>3.7 Case studies on ultimate bearing capacity<\/li><\/ul><\/td><\/tr><tr><td style=\"text-align: center;\" bgcolor=\"#f2f2ec\"><span class=\"text\">\u7b2c\u56db\u9031<\/span><\/td><td style=\"text-align: center;\" bgcolor=\"#f2f2ec\">2015\/10\/06 <br \/>2015\/10\/09<\/td><td style=\"text-align: left; padding: 5px;\" bgcolor=\"#f2f2ec\"><ul><li>Ch 3 Shallow foundations\u000bultimate bearing capacity (\u6dfa\u57fa\u790e) <br \/>3.8 Effect of soil compressibility <br \/>3.9 Eccentrically loaded foundations <br \/>3.10 Ultimate bearing capacity under eccentric loading \u2013 one way eccentricity <br \/>3.11 Bearing capacity \u2013 two way eccentricity<p>Ch 5\u000b Shallow foundations:\u000ballowable bearing capacity and settlement <br \/>5.1 Introduction <br \/>5.2 Stress due to a concentrated load <br \/>5.3 Stress due to a circular loaded area <br \/>5.4 Stress below a rectangular area <br \/>5.5 Average stress increase due to a rectangularly loaded <br \/>5.6 Stress increase under an embankment <br \/>5.9 Elastic settlement of foundations on saturated clay (m = 0.5) <br \/>5.10 Settlement based on theory of elasticity<\/p><\/li><\/ul><\/td><\/tr><tr><td style=\"text-align: center;\"><span class=\"text\">\u7b2c\u4e94\u9031<\/span><\/td><td style=\"text-align: center;\">2015\/10\/13 <br \/>2015\/10\/16<\/td><td style=\"text-align: left; padding: 5px;\"><ul><li>Ch 5\u000b Shallow foundations:\u000ballowable bearing capacity and settlement <br \/>5.12 Settlement of sandy soil: use of strain influence factor <br \/>5.13 Settlement of foundation on sand based on SPT <br \/>5.15 Primary consolidation settlement relationships <br \/>5.17 Settlement due to secondary consolidation 5.18 Field load test <br \/>5.19 Presumptive bearing capacity <br \/>5.20 Tolerable settlement of buildings<p>Quiz 1<\/p><\/li><\/ul><\/td><\/tr><tr><td style=\"text-align: center;\" bgcolor=\"#f2f2ec\"><span class=\"text\">\u7b2c\u516d\u9031<\/span><\/td><td style=\"text-align: center;\" bgcolor=\"#f2f2ec\">2015\/10\/20 <br \/>2015\/10\/23<\/td><td style=\"text-align: left; padding: 5px;\" bgcolor=\"#f2f2ec\"><ul><li>Ch 6 Mat Foundations (\u7b4f\u5f0f\u57fa\u790e) <br \/>6.1 Introduction <br \/>6.2 Combined footings <br \/>6.3 Common types of mat foundations <br \/>6.5 Differential settlement of mat <br \/>6.6 Field settlement observations for mat foundations <br \/>6.7 Compensated foundations<\/li><\/ul><\/td><\/tr><tr><td style=\"text-align: center;\"><span class=\"text\">\u7b2c\u4e03\u9031<\/span><\/td><td style=\"text-align: center;\">2015\/10\/27 <br \/>2015\/10\/30<\/td><td style=\"text-align: left; padding: 5px;\"><ul><li>Ch 7 Lateral Earth Pressure (\u5074\u5411\u571f\u58d3\u529b) <br \/>7.1 Introduction <br \/>7.2 Lateral earth pressure at rest <br \/>7.3 Rankine active earth pressure <br \/>7.4 A general case for Rankine active pressure<\/li><\/ul><\/td><\/tr><tr><td style=\"text-align: center;\" bgcolor=\"#f2f2ec\"><span class=\"text\">\u7b2c\u516b\u9031<\/span><\/td><td style=\"text-align: center;\" bgcolor=\"#f2f2ec\">2015\/11\/03 <br \/>2015\/11\/06<\/td><td style=\"text-align: left; padding: 5px;\" bgcolor=\"#f2f2ec\"><ul><li>Ch 7 Lateral Earth Pressure (\u5074\u5411\u571f\u58d3\u529b) <br \/>7.4 A general case for Rankine active pressure <br \/>7.5 Coulomb\u2019s active earth pressure <br \/>7.6 Lateral earth pressure due to surcharge <br \/>7.7 Active earth pressure for earthquake conditions <br \/>7.8 Active pressure for wall rotation about the top: braced cut <br \/>7.9 Active earth pressure for translation of retaining wall \u2013 granular backfill <br \/>7.10 Rankine Passive earth pressure <br \/>7.11 Rankine passive earth pressure: inclined backfill \u2013 frictionless vertical wall <br \/>7.12 Coulomb\u2019s passive earth pressure <br \/>7.13 Comments on the failure surface assumption for Coulomb\u2019s pressure calculations <br \/>7.14 Passive pressure under earthquake conditions<\/li><\/ul><\/td><\/tr><tr><td style=\"text-align: center;\"><span class=\"text\">\u7b2c\u4e5d\u9031<\/span><\/td><td style=\"text-align: center;\">2015\/11\/10 <br \/>2015\/11\/13<\/td><td style=\"text-align: left; padding: 5px;\"><ul><li>Ch 8 \u000bRetaining Walls (\u64cb\u571f\u7246) <br \/>8.1 Introduction <br \/>8.2 Proportioning retaining walls <br \/>8.3 Application of lateral earth pressure theories to design <br \/>8.4 Stability of retaining walls <br \/>8.5 Check for overturning <br \/>8.6 Check for sliding along the base <br \/>8.7 Check for bearing capacity failure <br \/>8.8 Construction joints &amp; drainage from backfill <br \/>8.10 Comments on design of retaining walls and a case study <br \/>8.11 Soil reinforcement <br \/>8.12 Considerations in (metallic ) soil reinforcement <br \/>8.13 General design considerations 8.14 Retaining walls with metallic strip reinforcement <br \/>8.15 Step-by-step-design procedure using metallic strip reinforcement <br \/>8.16 Retaining walls w\/ geotextile reinforcement <br \/>8.17 Retaining walls w\/ geogrid reinforcement - general <br \/>8.18 Design procedure for geogrid-reinforced retaining walls<\/li><\/ul><\/td><\/tr><tr><td style=\"text-align: center;\" bgcolor=\"#f2f2ec\"><span class=\"text\">\u7b2c\u5341\u9031<\/span><\/td><td style=\"text-align: center;\" bgcolor=\"#f2f2ec\">2015\/11\/17 <br \/>2015\/11\/20<\/td><td style=\"text-align: left; padding: 5px;\" bgcolor=\"#F2F2EC\"><ul><li>Quiz 2 <br \/>\u8003\u8a66\u6aa2\u8a0e<\/li><\/ul><\/td><\/tr><tr><td style=\"text-align: center;\"><span class=\"text\">\u7b2c\u5341\u4e00\u9031<\/span><\/td><td style=\"text-align: center;\">2015\/11\/24 <br \/>2015\/11\/27<\/td><td style=\"text-align: left; padding: 5px;\"><ul><li>Ch 9 \u000bSheet Pile Walls (\u677f\u6a01\u7246) <br \/>9.1 Introduction <br \/>9.2 Construction methods <br \/>9.3 Cantilever sheet pile walls <br \/>9.4 Cantilever sheet piling penetrating sandy soils <br \/>9.5 Special cases for cantilever walls penetrating a sandy soil <br \/>9.6 Cantilever sheet piling penetrating clay\u000b (undrained, f = 0) <br \/>9.7 Special cases for cantilever walls penetrating clay <br \/>9.8 Anchored sheet-pile walls <br \/>9.9 Free earth support method for penetration of sandy soil <br \/>9.11 Moment reduction for anchored sheet-pile walls<\/li><\/ul><\/td><\/tr><tr><td style=\"text-align: center;\" bgcolor=\"#f2f2ec\"><span class=\"text\">\u7b2c\u5341\u4e8c\u9031<\/span><\/td><td style=\"text-align: center;\" bgcolor=\"#f2f2ec\">2015\/12\/01 <br \/>2015\/12\/04<\/td><td style=\"text-align: left; padding: 5px;\" bgcolor=\"#f2f2ec\"><ul><li>Ch 9 \u000bSheet Pile Walls (\u677f\u6a01\u7246) <br \/>9.13 Fixed earth-support method for penetration into sandy soil <br \/>9.14 Field observations for anchor sheet pile walls <br \/>9.15 Free earth support method for penetration of clay <br \/>9.16 Anchors <br \/>9.17 Holding capacity of anchor plates in sand <br \/>9.18 Holding capacity of anchor plates in clay (f = 0 condition) <br \/>9.19 Ultimate resistance of tie backs<p>Ch 10 \u000bBraced Cuts (\u652f\u6490\u958b\u6316) <br \/>10.1 Introduction <br \/>10.2 Pressure envelope for braced-cut design<\/p><\/li><\/ul><\/td><\/tr><tr><td style=\"text-align: center;\"><span class=\"text\">\u7b2c\u5341\u4e09\u9031<\/span><\/td><td style=\"text-align: center;\">2015\/12\/08 <br \/>2015\/12\/11<\/td><td style=\"text-align: left; padding: 5px;\"><ul><li>Ch 10 \u000bBraced Cuts (\u652f\u6490\u958b\u6316) <br \/>10.2 Pressure envelope for braced-cut design <br \/>10.3 Pressure envelope for cuts in layered soil <br \/>10.4 Design of various components of a braced cut <br \/>10.5 Case studies of braced cuts <br \/>10.6 Bottom heave of a cut in clay <br \/>10.7 Stability of the bottom of a cut in sand <br \/>10.8 Lateral yielding of sheet piles and ground settlement \u3000<\/li><\/ul><\/td><\/tr><tr><td style=\"text-align: center;\" bgcolor=\"#f2f2ec\"><span class=\"text\">\u7b2c\u5341\u56db\u9031<\/span><\/td><td style=\"line-height: 20px; font-style: normal; font-size: 15px; text-align: center;\" bgcolor=\"#f2f2ec\">2015\/12\/15 <br \/>2015\/12\/18<\/td><td style=\"text-align: left; padding: 5px;\" bgcolor=\"#f2f2ec\"><ul><li>Ch 11 \u000bPile Foundations (\u6a01\u57fa\u790e) <br \/>11.1 Introduction<p>Quiz 3<\/p><\/li><\/ul><\/td><\/tr><tr><td style=\"text-align: center;\"><span class=\"text\">\u7b2c\u5341\u4e94\u9031<\/span><\/td><td style=\"line-height: 20px; font-style: normal; font-size: 15px; text-align: center;\">2015\/12\/22 <br \/>2015\/12\/25<\/td><td style=\"text-align: left; padding: 5px;\"><ul><li>Ch 11 \u000bPile Foundations (\u6a01\u57fa\u790e) <br \/>11.2 Types of (driven) piles \u2013 according to materials <br \/>11.3 Estimating pile length <br \/>11.4 Installation of piles <br \/>11.5 Load transfer mechanism <br \/>11.6 Equations for estimating pile capacity <br \/>11.7 Meyerhof\u2019s method for estimating Qp <br \/>11.8 Vesic\u2019s method for estimating Qp<\/li><\/ul><\/td><\/tr><tr><td style=\"text-align: center;\" bgcolor=\"#f2f2ec\"><span class=\"text\">\u7b2c\u5341\u516d\u9031<\/span><\/td><td style=\"line-height: 20px; font-style: normal; font-size: 15px; text-align: center;\" bgcolor=\"#f2f2ec\">2015\/12\/29<\/td><td style=\"text-align: left; padding: 5px;\" bgcolor=\"#f2f2ec\"><ul><li>Ch 11 \u000bPile Foundations (\u6a01\u57fa\u790e) <br \/>11.7 Meyerhof\u2019s method for estimating Qp <br \/>11.8 Vesic\u2019s method for estimating Qp <br \/>11.9 Coyle and Castello\u2019s method for estimating Qp in sand <br \/>11.10 Correlations for calculating Qp with SPT and CPT results <br \/>11.11 Frictional resistance (Qs) in sand <br \/>11.12 Frictional (skin) resistance in clay <br \/>11.13 Point bearing capacity of piles resting on rock <br \/>11.14 Pile load test <br \/>11.15 Elastic settlement of piles<\/li><\/ul><\/td><\/tr><tr><td style=\"text-align: center;\"><span class=\"text\">\u7b2c\u5341\u4e03\u9031<\/span><\/td><td style=\"line-height: 20px; font-style: normal; font-size: 15px; text-align: center;\">2016\/01\/05 <br \/>2016\/01\/08<\/td><td style=\"text-align: left; padding: 5px;\"><ul><li>Ch 11 \u000bPile Foundations (\u6a01\u57fa\u790e) <br \/>11.17 Pile-driving formula <br \/>11.19 Negative skin friction<\/li><\/ul><\/td><\/tr><tr><td style=\"text-align: center;\" bgcolor=\"#f2f2ec\"><span class=\"text\">\u7b2c\u5341\u516b\u9031<\/span><\/td><td style=\"line-height: 20px; font-style: normal; font-size: 15px; text-align: center;\" bgcolor=\"#f2f2ec\">2016\/01\/15<\/td><td style=\"text-align: left; padding: 5px;\" bgcolor=\"#f2f2ec\"><ul><li>Quiz 4<\/li><\/ul><\/td><\/tr><\/tbody><\/table>\t\t\t\t                            <\/div>\n\t\t                    <\/div>\n        <\/div>\n\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-d7723a8 elementor-widget-divider--view-line elementor-widget elementor-widget-divider\" data-id=\"d7723a8\" data-element_type=\"widget\" data-widget_type=\"divider.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t<style>\/*! elementor - v3.13.3 - 28-05-2023 *\/\n.elementor-widget-divider{--divider-border-style:none;--divider-border-width:1px;--divider-color:#0c0d0e;--divider-icon-size:20px;--divider-element-spacing:10px;--divider-pattern-height:24px;--divider-pattern-size:20px;--divider-pattern-url:none;--divider-pattern-repeat:repeat-x}.elementor-widget-divider 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