{"id":20702,"date":"2025-07-24T15:47:09","date_gmt":"2025-07-24T10:17:09","guid":{"rendered":"https:\/\/eng.pdn.ac.lk\/civileng\/?page_id=20702"},"modified":"2025-07-24T15:52:16","modified_gmt":"2025-07-24T10:22:16","slug":"ce310","status":"publish","type":"page","link":"https:\/\/eng.pdn.ac.lk\/civileng\/ce310\/","title":{"rendered":"CE310"},"content":{"rendered":"\t\t<div data-elementor-type=\"wp-page\" data-elementor-id=\"20702\" class=\"elementor elementor-20702\" data-elementor-post-type=\"page\">\n\t\t\t\t<div class=\"elementor-element elementor-element-fd13295 e-flex e-con-boxed e-con e-parent\" data-id=\"fd13295\" 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-9cdc99f thim-ekits-heading-text-center elementor-widget__width-inherit elementor-widget thim-ekits-heading elementor-widget-thim-heading\" data-id=\"9cdc99f\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"thim-heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"sc_heading text-center\"><h2 class=\"title\">Geotechnical Engineering - CE310 <\/h2><span class=\"line\"><\/span><\/div>\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<div class=\"elementor-element elementor-element-84ca570 e-flex e-con-boxed e-con e-parent\" data-id=\"84ca570\" 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-66fef0f elementor-widget elementor-widget-text-editor\" data-id=\"66fef0f\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Credits : 3<\/p>\n<p>Prerequisites :&nbsp;<span style=\"color: rgb(33, 37, 41); font-family: -apple-system, BlinkMacSystemFont, &quot;Segoe UI&quot;, Roboto, &quot;Helvetica Neue&quot;, Arial, sans-serif, &quot;Apple Color Emoji&quot;, &quot;Segoe UI Emoji&quot;, &quot;Segoe UI Symbol&quot;; font-size: 16px;\">CE204<\/span><\/p>\n<p>Compulsory\/Optional : Compulsory<\/p>\n<table>\n<thead style=\"text-align: center; background-color: #343a40;\">\n<tr style=\"color: rgba(255,255,255,0.85);\">\n<th style=\"text-align: left;\">Aim(s)<\/th>\n<\/tr>\n<\/thead>\n<tbody>\n<tr>\n<td><span style=\"color: rgb(33, 37, 41); font-family: -apple-system, BlinkMacSystemFont, &quot;Segoe UI&quot;, Roboto, &quot;Helvetica Neue&quot;, Arial, sans-serif, &quot;Apple Color Emoji&quot;, &quot;Segoe UI Emoji&quot;, &quot;Segoe UI Symbol&quot;; font-size: 16px;\">To provide knowledge of how to conduct geotechnical investigations and analyse geotechnical structures such as slopes, retaining structures and foundations.<\/span><\/td>\n<\/tr>\n<\/tbody>\n<thead style=\"text-align: center; background-color: #343a40;\">\n<tr style=\"color: rgba(255,255,255,0.85);\">\n<th style=\"text-align: left;\">Intended Learning Outcomes<\/th>\n<\/tr>\n<\/thead>\n<tbody>\n<tr>\n<td>\n<p><span style=\"color: rgb(33, 37, 41); font-family: -apple-system, BlinkMacSystemFont, &quot;Segoe UI&quot;, Roboto, &quot;Helvetica Neue&quot;, Arial, sans-serif, &quot;Apple Color Emoji&quot;, &quot;Segoe UI Emoji&quot;, &quot;Segoe UI Symbol&quot;; font-size: 16px;\">On successful completion of the course, the students should be able to;<\/span><\/p>\n<p style=\"margin-bottom: 1rem; color: rgb(33, 37, 41); font-family: -apple-system, BlinkMacSystemFont, &quot;Segoe UI&quot;, Roboto, &quot;Helvetica Neue&quot;, Arial, sans-serif, &quot;Apple Color Emoji&quot;, &quot;Segoe UI Emoji&quot;, &quot;Segoe UI Symbol&quot;; font-size: 16px;\">\n<\/p><ol style=\"margin-bottom: 1rem; color: rgb(33, 37, 41); font-family: -apple-system, BlinkMacSystemFont, &quot;Segoe UI&quot;, Roboto, &quot;Helvetica Neue&quot;, Arial, sans-serif, &quot;Apple Color Emoji&quot;, &quot;Segoe UI Emoji&quot;, &quot;Segoe UI Symbol&quot;; font-size: 16px;\">\n<li>Analyse stability problems of natural and man-made slopes using limit equilibrium and earth pressure theories and propose appropriate remedial measures including internally or externally stabilised retaining structures.<\/li>\n<li>Analyse isolated or combined shallow foundations in cohesive and cohesionless soils.<\/li>\n<li>Analyse deep foundations in cohesive and cohesionless soils<\/li>\n<li>Organize and perform a site investigation programme to select sites suitable for geotechnical construction and to obtain material profile and parameters required for design.<\/li>\n<\/ol>\n<ol style=\"margin-bottom: 1rem; color: #212529; font-family: -apple-system, BlinkMacSystemFont, 'Segoe UI', Roboto, 'Helvetica Neue', Arial, sans-serif, 'Apple Color Emoji', 'Segoe UI Emoji', 'Segoe UI Symbol'; font-size: 16px;\">\n<\/ol>\n<\/td>\n<\/tr>\n<\/tbody>\n<thead style=\"text-align: center; background-color: #343a40;\">\n<tr style=\"color: rgba(255,255,255,0.85);\">\n<th style=\"text-align: left;\">Course content\/Course description<\/th>\n<\/tr>\n<\/thead>\n<tbody>\n<tr>\n<td>\n<ol>\n<li><a style=\"color: inherit; transition-duration: 0.2s; transition-timing-function: linear; transition-property: all; font-weight: bold;\">Stability of slopes :<\/a>&nbsp;Failure surfaces, total &amp; effective stress analyses<\/li>\n<li><a style=\"color: inherit; transition-duration: 0.2s; transition-timing-function: linear; transition-property: all; font-weight: bold;\">Lateral earth pressure &amp; retaining walls :<\/a>&nbsp;Active and passive earth pressure, Rankine theory, Coulomb theory, retaining structures &amp; stability, internally stabilised walls<\/li>\n<li><a style=\"color: inherit; transition-duration: 0.2s; transition-timing-function: linear; transition-property: all; font-weight: bold;\">Shallow foundations :<\/a>&nbsp;Foundation types, bearing capacity, allowable bearing capacity, settlement calculation<\/li>\n<li><a style=\"color: inherit; transition-duration: 0.2s; transition-timing-function: linear; transition-property: all; font-weight: bold;\">Deep foundations :<\/a>&nbsp;Pile types, single pile, pile groups, settlement calculation<\/li>\n<li><a style=\"color: inherit; transition-duration: 0.2s; transition-timing-function: linear; transition-property: all; font-weight: bold;\">Rocks :<\/a>&nbsp;Engineering classification of rocks, engineering properties of rocks, rock failure criteria<\/li>\n<li><a style=\"color: inherit; transition-duration: 0.2s; transition-timing-function: linear; transition-property: all; font-weight: bold;\">Site selection and site investigation :&nbsp;<\/a>Site selection for engineering projects, Introduction to geohazards, direct and indirect methods of site investigation, sampling and sampling methods, site investigation report<\/li>\n<li><a style=\"color: inherit; transition-duration: 0.2s; transition-timing-function: linear; transition-property: all; font-weight: bold;\">Ground improvement, sheet piles, braced excavations<\/a><\/li>\n<\/ol>\n<\/td>\n<\/tr>\n<\/tbody>\n<thead style=\"text-align: center; background-color: #343a40;\">\n<tr style=\"color: rgba(255,255,255,0.85);\">\n<th style=\"text-align: left;\">Recommended Texts<\/th>\n<\/tr>\n<\/thead>\n<tbody>\n<tr>\n<td>\n<ol>\n<li>Abramson, LW 2002, Slope stability and stabilization methods, 2nd edn, John Wiley &amp; Sons.<\/li>\n<li>Coduto, DP 2011, Geotechnical Engineering: principles and practices.2nd edn, Pearson.<\/li>\n<li>Das, BM 2008, Fundamentals of geotechnical engineering, 4th edn, Nelson.<\/li>\n<li>Robert, WD 1999, Geotechnical and foundation engineering: design &amp; constructions, McGraw-Hill.<\/li>\n<li>Robert, MK 2012, Designing with geosynthetics, 6th edn, Prentice hall.<\/li>\n<li>Bowles, JE 1997, Foundation analysis and design, 5th edn, McGraw Hill.<\/li>\n<li>Tomlinson, MJ 2001, Foundation design and construction, 7th edn, Pearson.<\/li>\n<\/ol>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<div>\n<table>\n<thead style=\"text-align: center; background-color: #343a40;\">\n<tr style=\"color: rgba(255,255,255,0.85);\">\n<th width=\"30%\">Time Allocation<\/th>\n<th width=\"10%\">Hours<\/th>\n<\/tr>\n<\/thead>\n<tbody style=\"text-align: center;\">\n<tr>\n<td style=\"text-align: left;\">Lectures<\/td>\n<td>40<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: left;\">Tutorials<\/td>\n<td>04<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: left;\">Practical<\/td>\n<td>02<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: left;\">Assignments<\/td>\n<td>&#8211;<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n<div>&nbsp;<\/div>\n<div>\n<table>\n<thead style=\"text-align: center; background-color: #343a40;\">\n<tr style=\"color: rgba(255,255,255,0.85);\">\n<th width=\"30%\">Assessment<\/th>\n<th width=\"10%\">Percentage Marks<\/th>\n<\/tr>\n<\/thead>\n<tbody style=\"text-align: center;\">\n<tr>\n<td style=\"text-align: left;\">In-course<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: left;\">Tutorials<span style=\"color: rgb(33, 37, 41); font-family: -apple-system, BlinkMacSystemFont, &quot;Segoe UI&quot;, Roboto, &quot;Helvetica Neue&quot;, Arial, sans-serif, &quot;Apple Color Emoji&quot;, &quot;Segoe UI Emoji&quot;, &quot;Segoe UI Symbol&quot;; font-size: 16px;\">\/Quizzes<\/span><\/td>\n<td>20<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: left;\">Mid Semester Examination<\/td>\n<td>20<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: left;\"><strong>End-semester<\/strong><\/td>\n<td>60<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\t\t\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 &#8211; CE310 Credits : 3 Prerequisites :&nbsp;CE204 Compulsory\/Optional : Compulsory Aim(s) To provide knowledge of how to conduct geotechnical investigations and analyse geotechnical structures such as slopes, retaining structures and foundations. Intended Learning Outcomes On successful completion of &hellip; <\/p>\n","protected":false},"author":3,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-20702","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/eng.pdn.ac.lk\/civileng\/wp-json\/wp\/v2\/pages\/20702","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/eng.pdn.ac.lk\/civileng\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/eng.pdn.ac.lk\/civileng\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/eng.pdn.ac.lk\/civileng\/wp-json\/wp\/v2\/users\/3"}],"replies":[{"embeddable":true,"href":"https:\/\/eng.pdn.ac.lk\/civileng\/wp-json\/wp\/v2\/comments?post=20702"}],"version-history":[{"count":0,"href":"https:\/\/eng.pdn.ac.lk\/civileng\/wp-json\/wp\/v2\/pages\/20702\/revisions"}],"wp:attachment":[{"href":"https:\/\/eng.pdn.ac.lk\/civileng\/wp-json\/wp\/v2\/media?parent=20702"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}