{"id":1061,"date":"2016-04-21T04:38:43","date_gmt":"2016-04-21T04:38:43","guid":{"rendered":"https:\/\/civil.utm.my\/ethesis\/?page_id=1061"},"modified":"2016-04-21T04:38:43","modified_gmt":"2016-04-21T04:38:43","slug":"2015-2","status":"publish","type":"page","link":"https:\/\/civil.utm.my\/ethesis\/masters\/geotechnics\/2015-2\/","title":{"rendered":"2015"},"content":{"rendered":"

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

    \n
  1. Assessment of disturbance impact of hydraulic jack in pile penetration using artificial transparent clay : Nabeel Katfan Lwti<\/li>\n
  2. Automatic Wireless Accelerometer Monitoring system (AWAM) for slope : Mohd. Azrul Hisham Mahin<\/li>\n
  3. Bearing capacity performance of floating soil cement columns formed by deep mixing method : Aliff Ridzuan Bunawan<\/li>\n
  4. Comparison between predicted and actual ground settlement improved using stone columns : Chee Khong Siong<\/li>\n
  5. Comparison of soil index properties value for different pre-drying conditions on clayey soil : Teing Chai Yoon<\/li>\n
  6. Determination of failure zone of vane shear test using artificial transparent soil : Noorsubha Hussin<\/li>\n
  7. Determination of unit skin friction for pile in sand : Nurul Nadilah Muhammat<\/li>\n
  8. Eccentrically tilting loaded single pile : Nurul Nabila Mohamad Shariff<\/li>\n
  9. Effect of rock mass properties on skin friction of rock socket : Yusliza Alias<\/li>\n
  10. Effects of consolidation settlement by dynamic replacement and prefabricated vertical drain on pile length design : Erni Syuhada Mazwil Ishan<\/li>\n
  11. Estimation of base capacity for bored pile embedded in hard stratum : Anum Syahirah Ahmad Mazlan<\/li>\n
  12. Fitting soil-water characteristic curve by using unimodal and bimodal soil physical properties : Hock Cheong Jun Quan<\/li>\n
  13. Influence of suction induced by grass root : Nurulfara Ya’acob<\/li>\n
  14. Limit equilibrium method in unsaturated slope stability analysis : Abdul Rasyid Zainal Abidin<\/li>\n
  15. Modeling of landslide occurrence in the hilly areas of Bududa district, Eastern Uganda : Okello Nelson<\/li>\n
  16. Numerical analysis of subgrade stabilization in soft soil : Engku Shahrulerizal Engku Ab. Rahman<\/li>\n
  17. Numerical modeling of seepage and optimization methods for seepage control in earth dams : Mohammad Gharehzadeh Shirazi<\/li>\n
  18. Numerical modelling of unsaturated flow in vertival layer : Balqis Abu Bakar<\/li>\n
  19. Numerical simulation in foundation due to settlement problem : Mimi Sulastrie Jeman<\/li>\n
  20. Numerical simulation of slope stability with capillary barrier under rainfall infiltration : Mariappan Letchumanan<\/li>\n
  21. Optimum utilization of quarry dust as partial replacement of sand in green concrete : Jaharatul Dini Karen Lee Abdullah<\/li>\n
  22. Peat soil stabilization using Magnesium Chloride : Wan Hasmida Wan Hassan<\/li>\n
  23. Performance of bearing capacity for Eco-Friendly Raft Pile Foundation System (ERP System) in soft soil : Siti Saimah Abdul Rahman<\/li>\n
  24. Performance of cantilever sheet pile wall embedded in cohesive soil using empirical and numerical analysis : Vivekananthan Devarase<\/li>\n
  25. Performance of cold in place recycle method for different stabilization agents : Abdul Rahim Abdul Hamid<\/li>\n
  26. Performance of geothermal energy piles under thermo-axial loads : Adriana Erica Amaludin<\/li>\n
  27. Performance prediction of prefabricated vertical drain in soft soil using finite element method : Teh Zhi Huan<\/li>\n
  28. Piles performances behavior of marine structures : Mohd. Afendi Ariff<\/li>\n
  29. Primary consolidation settlement analysis using preloading technique and prefabricated vertical drain : Nurulizuwane Mat Saruji<\/li>\n
  30. Rainfall induced failure of soil slope with trees in Gunung Pulai Johore : Robin Liew Chit Youg<\/li>\n
  31. Rock bearing resistance of bored piles socketed into rock : Eda Suhaili Sharudin<\/li>\n
  32. Rock shaft resistance of bored piles socketed into decomposed Malaysia granite : Raja Shahrom Nizam Shah Raja Shoib<\/li>\n
  33. Rock slope stability assessment at Jalan Kuari, Cheras : Mohammed Ali Mohammed Al-Bared<\/li>\n
  34. Settlement of strip footing on sandy soil due to eccentricity : Krekar Saber Braim<\/li>\n
  35. Shear strength parameters of improved organic soil by calcium base stabilizer : Norlizawati Hassan<\/li>\n
  36. Soil improvement for taxiway and apron due to soft ground problem : Ilias Abdullah<\/li>\n
  37. Soil moisture variation due to grass water uptake in shallow slope : Siti Saidatul Azween Ismail<\/li>\n
  38. Stability analysis of fill slope at SMK Song No.2’s project using SLOPE\/W : Norasman Kadir<\/li>\n
  39. Strength characterisation of shale using Mohr-Coulomb and Hoek-Brown criteria : Nurihan Mohd. Fauzi<\/li>\n
  40. Strength characteristics and morphological changes of kaolin treated with liquid polymer additive (RESTRICTED) : Sanjay Boss<\/li>\n
  41. The effectiveness of proposed slope rehabilitation methods on the slope stability in Jalan Damansara : Lee Khai Lin<\/li>\n
  42. The measurement of compaction through field density test (FDT) in the embankment strata : Mohd. Hafiz Shafie<\/li>\n
  43. The stability of telecommunication tower foundation on granular application : Busu Puteh<\/li>\n
  44. Undrained shear strength of overconsolidated cohesive soil using modified rowe cell : Lim Jee Wen<\/li>\n<\/ol>\n","protected":false},"excerpt":{"rendered":"

    Updated : 21\/04\/2016 Assessment of disturbance impact of hydraulic jack in pile penetration using artificial transparent clay : Nabeel Katfan Lwti Automatic Wireless Accelerometer Monitoring system (AWAM) for slope : Mohd. Azrul Hisham Mahin Bearing capacity performance of floating soil cement columns formed by deep mixing method : Aliff Ridzuan Bunawan Comparison between predicted and […]<\/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-1061","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/civil.utm.my\/ethesis\/wp-json\/wp\/v2\/pages\/1061","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=1061"}],"version-history":[{"count":0,"href":"https:\/\/civil.utm.my\/ethesis\/wp-json\/wp\/v2\/pages\/1061\/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=1061"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}