{"id":1064,"date":"2016-04-21T04:41:31","date_gmt":"2016-04-21T04:41:31","guid":{"rendered":"https:\/\/civil.utm.my\/ethesis\/?page_id=1064"},"modified":"2017-02-22T07:55:03","modified_gmt":"2017-02-22T07:55:03","slug":"2014-2","status":"publish","type":"page","link":"https:\/\/civil.utm.my\/ethesis\/masters\/geotechnics\/2014-2\/","title":{"rendered":"2014"},"content":{"rendered":"

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

    \n
  1. RELATIONSHIP BETWEEN UNDRAINED SHEAR STRENGTH AND CONSOLIDATION RATIO (CR) FOR COHESIVE SOIL : ALI KAMIL MOHSIN<\/a><\/li>\n
  2. DESIGN OF SLOPE WITH PRESENCE OF KAOLIN LAYER : CHANDRA MOHAN A\/L MUTHUSAMY<\/a><\/li>\n
  3. LATERITIC SOIL STABILIZATION BY USING ROADPACKER PLUS : GOH LI LIAN<\/a><\/li>\n
  4. ESTIMATION OF ROCK SOCKETED BORED PILE GEOTECHNICAL CAPACITY WITH SETTLEMENT CONSIDERATION IN KUALA LUMPUR : CHONG HON YEAU<\/a><\/li>\n
  5. SLOPE SURFACE MONITORING SYSTEM USING ROBOTIC TOTAL STATION AT POS SLIM PERAK : KUGANESWARAN A\/L NADARASA<\/a><\/li>\n
  6. PERFORMANCE EVALUATION FOR GROUND IMPROVEMENT USING PREFABRICATED VERTICAL DRAIN : LING GUONG WEI<\/a><\/li>\n
  7. THE EFFECT OF TROPICAL WEATHERING ON THE STRENGTH AND ANISOTROPY INDEX OF WEATHERED SHALE : OLUMORIN MICHAEL MAIYE<\/a><\/li>\n
  8. SIMULATION OF LINEAR AND NON-LINEAR SOIL WATER DEFICIT DUE TO TREE WATER UPTAKE : ONG CHOON KIAN<\/a><\/li>\n
  9. ANALYSIS OF SLOPE STABILITY AND PROPOSED REMEDIAL WORK FOR FAILURE SLOPE AT KUALA LUMPUR : YONG CHIN YUNG<\/a><\/li>\n
  10. BACK ANALYSIS OF SLOPE FAILURE INDUCED BY RAINFALL INFILTRATION : GLORIA PAUL<\/a><\/li>\n
  11. COMPARISON BETWEEN CANLITE STABILIZED LATERITE AND PROBASE STABILIZED LATERITE : NG TECK WEI<\/a><\/li>\n
  12. COMPARISON BETWEEN GEOPHYSICAL AND CONVENTIONAL SUBSURFACE INVESTIGATION METHODS IN KARSTIC TERRAIN : ELFIRA WARNIS<\/a><\/li>\n
  13. COMPARISON BETWEEN RMR AND Q-SYSTEM IN PRELIMINARY DESIGN OF SUPPORT SYSTEMS FOR CIRCULAR TUNNEL : LIM ENG SOON<\/a><\/li>\n
  14. COMPARISON OF PREDICTED AND FIELD VALUES OF CONSOLIDATION SETTLEMENT : KASTURI GOVINDASAMY<\/a><\/li>\n
  15. Correlation of undrained shear strength with in-situ testing for soft clay : Lim Boon Lin<\/li>\n
  16. Design of slope with presence of kaolin layer : Chandra Mohan Muthusamy<\/li>\n
  17. Estimation of rock socketed bored pile geotechnical capacity with settlement consideration in Kuala Lumpur : Chong Hon Yeau<\/li>\n
  18. Lateritic soil stabilization by using road packer plus : Goh Li Lian<\/li>\n
  19. Load distribution prediction between pile and raft on a piled raft foundation founded on cohesive soil : Srikanthan Ponnuthurai<\/li>\n
  20. Offshore foundation integrity : shallow gas mitigation using excess pore pressure monitoring tool (RESTRICTED) : Amy Natasha Norhuda<\/li>\n
  21. Performance evaluation for ground improvement using prefabricated vertical drain : Ling Guong Wei<\/li>\n
  22. Prediction of unit resistence for driven pile based on static load test : Syed Eddy Asyraf Syed Abdullah<\/li>\n
  23. Relationship between cone penetration test and undrained shear strength of soft soil : Nazaneen Ahmed Nasroulla<\/li>\n
  24. Relationship between undrained shear strength and consolidation ratio (CR) for cohesive soil : Ali Kamil Mohsin<\/li>\n
  25. Simulation of linear and non-linear soil water deficit due to tree water uptake : Ong Choon Kian<\/li>\n
  26. Slope surface monitoring system using robotic total station at Pos Slim Perak : Kuganeswaran Nadarasa<\/li>\n
  27. The effect of tropical weathering on the strength and anisotropy index of weathered shale : Olumorin Michael Maiye<\/li>\n
  28. Two-dimensional electrical resistivity analysis for boulders detection : Shahrizam Mat Salleh<\/li>\n<\/ol>\n","protected":false},"excerpt":{"rendered":"

    Updated : 21\/04\/2016 RELATIONSHIP BETWEEN UNDRAINED SHEAR STRENGTH AND CONSOLIDATION RATIO (CR) FOR COHESIVE SOIL : ALI KAMIL MOHSIN DESIGN OF SLOPE WITH PRESENCE OF KAOLIN LAYER : CHANDRA MOHAN A\/L MUTHUSAMY LATERITIC SOIL STABILIZATION BY USING ROADPACKER PLUS : GOH LI LIAN ESTIMATION OF ROCK SOCKETED BORED PILE GEOTECHNICAL CAPACITY WITH SETTLEMENT CONSIDERATION IN […]<\/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-1064","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/civil.utm.my\/ethesis\/wp-json\/wp\/v2\/pages\/1064","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=1064"}],"version-history":[{"count":0,"href":"https:\/\/civil.utm.my\/ethesis\/wp-json\/wp\/v2\/pages\/1064\/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=1064"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}