{"id":134,"date":"2016-04-04T04:21:36","date_gmt":"2016-04-04T04:21:36","guid":{"rendered":"https:\/\/civil.utm.my\/ethesis\/?page_id=134"},"modified":"2016-04-21T04:57:41","modified_gmt":"2016-04-21T04:57:41","slug":"2009-2","status":"publish","type":"page","link":"https:\/\/civil.utm.my\/ethesis\/masters\/geotechnics\/2009-2\/","title":{"rendered":"2009"},"content":{"rendered":"

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

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  1. Backanalysis of Rainfall Induced Landslide In Sabah By Perisi Model – Siti Jaharabinti Matlan<\/a><\/li>\n
  2. Comparative Analysis Of Optimised Static And Multi-Time Fixed Traffic Signal Timings – Nor Iza Iffazun Bte Mohamed Ibrahim<\/a><\/li>\n
  3. Comparison Of Back Analysis And Measured Lateral Displacement Of Cantilever Diaphragm Wall \u2013 Faudziah Bt Shukor<\/a><\/li>\n
  4. Correlation Between Uniaxial Compressive Strength And Point-Load Index Strength – Parameswary A\/P Sundara<\/a><\/li>\n
  5. Deformation Analysis Of Reinforced Earth Wall Subjected To Applied Loads – Sia Ee Hou<\/a><\/li>\n
  6. Effect Of Layering On Slope Instability Induced\u00a0 By Rainfall \u2013 Chan Kok Weng<\/a><\/li>\n
  7. Improving Soil Properties To Prevent Surficial Slope Failure – Saman Daneshmand<\/a><\/li>\n
  8. Performance Of Full Scale Embankment On Soft Clay Reinforced With Bamboo-Geotextile Composite At The Interface – Hasnita Bt. Hirman<\/a><\/li>\n
  9. Performance Of Full Scale Embankment On Soft Clay Reinforced With High Strength Geotextile At The Interface – Mohd Zulkifli Mohd Hanipiah<\/a><\/li>\n
  10. Performance Of Multi-Propped Deep Excavation In Kenny Hill Formation – Law Kim Hing<\/a><\/li>\n
  11. Rippability Assessment Of Quartzite \u2013 Chan Sook Huei<\/a><\/li>\n
  12. Soil-Root Interaction And Effect On Slope Stabilization – Iman Farshchi<\/a><\/li>\n
  13. The Effectiveness Of Electrodes Types On Electro- Osmosis In Kahang Clay – Siti Sarah Binti Adnan<\/a><\/li>\n<\/ol>\n

     <\/p>\n

      \n
    1. Backanalysis Of Rainfall Induced Landslide In Sabah By Perisi Model : Siti Jahara Matlan<\/li>\n
    2. Comparative Analysis Of Optimised Static & Multi-Times Fixes Traffic Signal Timings : Nor Iza Iffazun Mohamed I<\/li>\n
    3. Comparison Of Back Analysis And Measured Lateral Displacement Of Cantilever Diaphragm Wall : Faudziah Shukor<\/li>\n
    4. Compression Characteristcs Of Lime Stabilized Cohesive Soil : Fathi Mohammed Ashila<\/li>\n
    5. Correlation Between Uniaxial Compressive Strength And Point – Load Index Strength : Parameswary<\/li>\n
    6. Deformation AnalysisOf Reinforced Earth Wall Subjected To Applied Loads : Sia Ee Hou<\/li>\n
    7. Effect Of Layering On Slope Instability Induced By Rainfall : Chan Kok Weng<\/li>\n
    8. Improving Soil Properties To Prevent Surficial Slope Failure : Saman Daneshmand<\/li>\n
    9. Performance Of Full Scale Embankment On Soft Clay Reinforced With Bamboo Geotextile Composite At The Interface : Hasnita Hirman<\/li>\n
    10. Performance Of Full Scale Embankment On Soft Clay Reinforced With High Strength Geotextile At The Interface : Mohd Zulkifli Mohd Hanipiah<\/li>\n
    11. Performance Of Mat (Or Raft) Foundations Due To Settlement Problem : Rozaimi Mohd Noor<\/li>\n
    12. Rippability Assessment Of Quartzite : Chan Sook Huei<\/li>\n
    13. Seepage And Slope Stability Analysis Of Earthfill Embankment Dam : Teo Koon Hau<\/li>\n
    14. SettlementOf Embankment On Prefabricated Vertical Drain Treated Soft Ground : Abdul Razak Ali<\/li>\n
    15. Soil Root Interaction And Effect On Slope Stabilization : Iman Farshchi<\/li>\n
    16. The Effectiveness Of Electrodes Type On Electro Osmosis In Kahang Clay : Siti Sarah Adnan<\/li>\n
    17. The Interpretation Of Full Scale Instrumented Load Testing And The Prediction Of Settement For Single Bored Pile : Salsabila Ab Aziz<\/li>\n
    18. Ultimate Unit Skin Resistance Evaluation Using Global Strain Extensometer For Cast In Situ Pile : Amir Hamzah Mustapha<\/li>\n<\/ol>\n","protected":false},"excerpt":{"rendered":"

      Updated : 04\/04\/2016 Backanalysis of Rainfall Induced Landslide In Sabah By Perisi Model – Siti Jaharabinti Matlan Comparative Analysis Of Optimised Static And Multi-Time Fixed Traffic Signal Timings – Nor Iza Iffazun Bte Mohamed Ibrahim Comparison Of Back Analysis And Measured Lateral Displacement Of Cantilever Diaphragm Wall \u2013 Faudziah Bt Shukor Correlation Between Uniaxial Compressive […]<\/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-134","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/civil.utm.my\/ethesis\/wp-json\/wp\/v2\/pages\/134","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=134"}],"version-history":[{"count":0,"href":"https:\/\/civil.utm.my\/ethesis\/wp-json\/wp\/v2\/pages\/134\/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=134"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}