{"id":1081,"date":"2016-04-21T05:01:45","date_gmt":"2016-04-21T05:01:45","guid":{"rendered":"https:\/\/civil.utm.my\/ethesis\/?page_id=1081"},"modified":"2016-04-21T05:01:45","modified_gmt":"2016-04-21T05:01:45","slug":"2007-2","status":"publish","type":"page","link":"https:\/\/civil.utm.my\/ethesis\/masters\/geotechnics\/2007-2\/","title":{"rendered":"2007"},"content":{"rendered":"

Updated : 21\/04\/2016<\/em><\/span><\/p>\n

    \n
  1. Back Analysis Of Failed Slope And The Remedial Measures : Amizatulhani Ngah Samad<\/li>\n
  2. Comparison Between Methods Of Analysis For Deflection Of Laterally Loaded Piles : Low Siaw Mei<\/li>\n
  3. Comparison Of Ultimate Bearing Capacity Obtained By Pile Driving Analyzer And Maintained Load Test : Kamalendran A \/ L N. Rajaswaran<\/li>\n
  4. Correlation Between Compressibility Characteristics And Physical Properties Of Cohesive Soil : Norziaty Mohd Noor<\/li>\n
  5. Correlation Between Cone Penetration Test And Bearing Capacity For Shallow Foundation : Mazian Ahmad<\/li>\n
  6. Correlation Between N-Value From Standard Penetration Test And Allowable Bearing Capacity Of Soil : Raguraman Jayakumaran<\/li>\n
  7. Correlation Of Cone Resistance With Undrained Shear Strength For Clay Soil : Ismail Abd Rahman<\/li>\n
  8. Correlation Of Engineering Characteristics Of Marine Clay From Central West Coast Of : Suriawati A \/ P Ramamoorthy<\/li>\n
  9. Deformation And Stability Analysis Of A Cut Slope : Marsyitah Md Nujid<\/li>\n
  10. Effect Of Soil Permeallibity On The Stability Of Slope : Mohamed Elbyhagi<\/li>\n
  11. Load Transfer Behaviour Of Bored Piles In Old Alluvium Formation : Liknaswaran S \/ 0 Kobarajah<\/li>\n
  12. Numerical Modeling Of Diaphragm Wall In Kuala Lumpur : Ng Huat Hoe<\/li>\n
  13. On Bank Volume Estima tion Using Close Range Photogrammetry For Quarry Production : Jeffery Tay Guan Kiat<\/li>\n
  14. Seepage Flow In Homogeneous And Zoned Earthfill Dams : Sib Norafida Jusoh<\/li>\n
  15. Stabilisation Of Organic Clay Using Lime-Added Salt : Nor Zurairahetty Mohd Yunus<\/li>\n
  16. The Coefficient Of Consolidation Of Cohesive Soil By Using Constant Rate Of Strain Method : Abdalla Ali Agwila<\/li>\n<\/ol>\n","protected":false},"excerpt":{"rendered":"

    Updated : 21\/04\/2016 Back Analysis Of Failed Slope And The Remedial Measures : Amizatulhani Ngah Samad Comparison Between Methods Of Analysis For Deflection Of Laterally Loaded Piles : Low Siaw Mei Comparison Of Ultimate Bearing Capacity Obtained By Pile Driving Analyzer And Maintained Load Test : Kamalendran A \/ L N. Rajaswaran Correlation Between Compressibility […]<\/p>\n","protected":false},"author":243,"featured_media":0,"parent":71,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"_et_pb_use_builder":"","_et_pb_old_content":"","_et_gb_content_width":"","footnotes":""},"class_list":["post-1081","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/civil.utm.my\/ethesis\/wp-json\/wp\/v2\/pages\/1081","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/civil.utm.my\/ethesis\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/civil.utm.my\/ethesis\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/civil.utm.my\/ethesis\/wp-json\/wp\/v2\/users\/243"}],"replies":[{"embeddable":true,"href":"https:\/\/civil.utm.my\/ethesis\/wp-json\/wp\/v2\/comments?post=1081"}],"version-history":[{"count":0,"href":"https:\/\/civil.utm.my\/ethesis\/wp-json\/wp\/v2\/pages\/1081\/revisions"}],"up":[{"embeddable":true,"href":"https:\/\/civil.utm.my\/ethesis\/wp-json\/wp\/v2\/pages\/71"}],"wp:attachment":[{"href":"https:\/\/civil.utm.my\/ethesis\/wp-json\/wp\/v2\/media?parent=1081"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}