{"id":13915,"date":"2013-02-04T12:20:23","date_gmt":"2013-02-04T06:50:23","guid":{"rendered":"http:\/\/www.kopykitab.com\/blog\/?p=13915"},"modified":"2013-02-04T12:20:23","modified_gmt":"2013-02-04T06:50:23","slug":"iit-kanpur-syllabus-foundation-design-civil-engineering","status":"publish","type":"post","link":"https:\/\/www.kopykitab.com\/blog\/iit-kanpur-syllabus-foundation-design-civil-engineering\/","title":{"rendered":"IIT kanpur Syllabus Foundation Design Civil Engineering"},"content":{"rendered":"<h1 style=\"text-align: center;\"><strong>IIT kanpur Syllabus <\/strong><\/h1>\n<h1 style=\"text-align: center;\"><strong>Foundation Design Civil Engineering<\/strong><\/h1>\n<p><strong>\u00a0<\/strong><\/p>\n<p><strong><a name=\"_GoBack\"><\/a>CE 352: Foundation Design<\/strong><\/p>\n<p><strong>Course content: \u00a0\u00a0<\/strong>Site investigations, methods of drilling, sampling, in situ test &#8211; SPT, CPT, plate load and dynamic tests, groundwater level, etc. Bearing capacity, general, local and punching shear failures, corrections for size, shape, depth, water table, compressibility, etc., ultimate and allowable stresses, methods based on in situ tests, Settlements of foundations, stress in soils (Boussinesq,\u00a0Westergaard), Design of foundation, Types of foundations &#8211; shallow\/deep, isolated, combined, mat, etc., contact pressure distributions, Earth Pressure theories, Coulomb and \u00a0Rankine \u00a0approaches, c-f\u00a0soils, smooth and rough walls, inclined backfill, Deep foundations: pile and well foundations.<\/p>\n<p>&nbsp;<\/p>\n<p><strong>Suggested text and reference material:<\/strong><\/p>\n<p>Craig RF.,Craig\u2019s Soil Mechanics.,2004, Taylor and Francis, New York, USA.<\/p>\n<p>Das BM., Principles of Geotechnical Engineering., 2007, Thomson, India.<\/p>\n<p>Bowles JE., Foundation Analysis and\u00a0Design.,\u00a01997, McGraw-Hill Co., Singapore.<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>IIT kanpur Syllabus Foundation Design Civil Engineering \u00a0 CE 352: Foundation Design Course content: \u00a0\u00a0Site investigations, methods of drilling, sampling, in situ test &#8211; SPT, CPT, plate load and dynamic tests, groundwater level, etc. Bearing capacity, general, local and punching shear failures, corrections for size, shape, depth, water table, compressibility, etc., ultimate and allowable stresses, &#8230; <a title=\"IIT kanpur Syllabus Foundation Design Civil Engineering\" class=\"read-more\" href=\"https:\/\/www.kopykitab.com\/blog\/iit-kanpur-syllabus-foundation-design-civil-engineering\/\" aria-label=\"More on IIT kanpur Syllabus Foundation Design Civil Engineering\">Read more<\/a><\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"fifu_image_url":"","fifu_image_alt":""},"categories":[4927,1],"tags":[],"amp_enabled":true,"_links":{"self":[{"href":"https:\/\/www.kopykitab.com\/blog\/wp-json\/wp\/v2\/posts\/13915"}],"collection":[{"href":"https:\/\/www.kopykitab.com\/blog\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.kopykitab.com\/blog\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.kopykitab.com\/blog\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/www.kopykitab.com\/blog\/wp-json\/wp\/v2\/comments?post=13915"}],"version-history":[{"count":0,"href":"https:\/\/www.kopykitab.com\/blog\/wp-json\/wp\/v2\/posts\/13915\/revisions"}],"wp:attachment":[{"href":"https:\/\/www.kopykitab.com\/blog\/wp-json\/wp\/v2\/media?parent=13915"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.kopykitab.com\/blog\/wp-json\/wp\/v2\/categories?post=13915"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.kopykitab.com\/blog\/wp-json\/wp\/v2\/tags?post=13915"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}