{"id":1067,"date":"2016-04-21T04:43:51","date_gmt":"2016-04-21T04:43:51","guid":{"rendered":"https:\/\/civil.utm.my\/ethesis\/?page_id=1067"},"modified":"2016-04-21T04:43:51","modified_gmt":"2016-04-21T04:43:51","slug":"2013-2","status":"publish","type":"page","link":"https:\/\/civil.utm.my\/ethesis\/masters\/geotechnics\/2013-2\/","title":{"rendered":"2013"},"content":{"rendered":"

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

    \n
  1. 3D analysis on failure behaviour of deep mixing method for fully penetrated columns : Nur Sabrina Tomiran<\/li>\n
  2. 3D analysis on failure behaviour of deep mixing method for partially penetrated columns : Elly Norissya mohd Said<\/li>\n
  3. Approach for evaluating excavatability of rock mass using ripper dozer : Tengku Juliani Tengku Mamat<\/li>\n
  4. Assessing the potential of using recyclable glass in soft soil for skin resistance enhancement : Hadi Kamalijoo<\/li>\n
  5. Bearing capacity of bored pile in discontinuous rock mass : Noor Hazalina Abdullah<\/li>\n
  6. Behaviour of axially loaded pile under ground heaving : Aqilah Ghazali<\/li>\n
  7. Characterization of soil water characteristic curve for unsaturated soils : Khairun Nissa Mat Said<\/li>\n
  8. Correlation between specific energy and material properties for rippability assessment : Mohamed Khatif Tawaf Mohamed Yusof<\/li>\n
  9. Coupling effect of suction variation on riverbank stability : Maziar Foroutan<\/li>\n
  10. Deflection analysis of underpinned secant pile wall : Marini Mardi<\/li>\n
  11. Design of mechanically stabilized earth wall – reinforced earth wall : Nor Hidayah A. Rahman @ A. Rahim<\/li>\n
  12. Design verification of driven piles in soft ground using maintain load test and high strain dynamic load test : Ahmad Syazwan Mohd Sukarno<\/li>\n
  13. Effect of bottom ash on the strength characteristics of fly ash and bottom ash mixtures : Jacky Ling Jia Yii<\/li>\n
  14. Effect of confining pressure on failure mode of shale : Mohd Firdauz Tukiman<\/li>\n
  15. Evaluation of bearing capacity due to radial expansion using expanding piles : Pouya Molkaraie<\/li>\n
  16. Evaluation of failure mechanism of pile under pullout test in loose sand by PIV method : Koohyar Faizi<\/li>\n
  17. Evaluation of settlement on reclaimed power plant : Hasrul Ibrahim<\/li>\n
  18. Finite element formulation of one-dimensional uncoupled and coupled consolidation : Wan Nur Firdaus Wan Hassan<\/li>\n
  19. Index properties and specific energy for assessing rippability of rock : Nurul Nadiah Othman<\/li>\n
  20. Mechanical behaviour of sand-tire chips mixture under monotonic loading : Chew Yun Lieh<\/li>\n
  21. Numerical simulation of bearing capacity for rigid footing on cohesive soil : Zarina Yusof<\/li>\n
  22. Reinforcement mechanisms of rock bolt for stabilising weakness planes in rock : Tee Yong Sheng<\/li>\n
  23. Slope stability analysis by using multiple shear strength model : Lim Kim Ong<\/li>\n
  24. The effect of broadleaf carpet grasses (Axonopus Compressus) on shallow slope stability : Gey Eng Keat<\/li>\n
  25. The effect of tree-induced suction on two-layered slope stability under rainfall infiltration : Chan Jia Ying<\/li>\n
  26. Unsaturated shear strength behaviour under unconsolidated undrained tests : Majid Sokhanvar<\/li>\n<\/ol>\n","protected":false},"excerpt":{"rendered":"

    Updated : 21\/04\/2016 3D analysis on failure behaviour of deep mixing method for fully penetrated columns : Nur Sabrina Tomiran 3D analysis on failure behaviour of deep mixing method for partially penetrated columns : Elly Norissya mohd Said Approach for evaluating excavatability of rock mass using ripper dozer : Tengku Juliani Tengku Mamat Assessing the […]<\/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-1067","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/civil.utm.my\/ethesis\/wp-json\/wp\/v2\/pages\/1067","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=1067"}],"version-history":[{"count":0,"href":"https:\/\/civil.utm.my\/ethesis\/wp-json\/wp\/v2\/pages\/1067\/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=1067"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}