{"id":2430,"date":"2017-07-13T08:57:24","date_gmt":"2017-07-13T08:57:24","guid":{"rendered":"https:\/\/civil.utm.my\/ethesis\/?page_id=2430"},"modified":"2017-07-16T03:39:11","modified_gmt":"2017-07-16T03:39:11","slug":"2016-2","status":"publish","type":"page","link":"https:\/\/civil.utm.my\/ethesis\/ugfyp\/geotechnics\/2016-2\/","title":{"rendered":"UG GT 2016"},"content":{"rendered":"
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  1. Geomorphology Of Mount Kinabalu Contributed To The Occurrence Of Debris Flow After Earthquake : Audrey Gale Joenoi<\/a><\/li>\n
  2. Geo-Morphology Of Karak Highway Contributed To Debris Flow : Nor Zarina Chok<\/li>\n
  3. Geomorphology And Lineament Patterns Contribute To The Geological Hazard Occurrence In Cameron Highlands : Zairinhani Binti Zulkifly<\/li>\n
  4. Unconfined Compressive Strength And Microstructural Characterization Of Magnesium Chloride Treated Marine Clay : Amalien Aisyah Binti Mohamed<\/li>\n
  5. Soil Compaction For Natural Laterite Soil : Amirah Nazihah Binti Amir Husain<\/li>\n
  6. Effect Of Coarse Sand On Shear Strength Of Sand Matrix Soils : Anugrah Akbar Perdana Bin An-Nisa<\/li>\n
  7. Eveluation Of Shear Strength Of Soil Between Multistage Direct Shear Test And Conventional Direct Shear Test Results : \u00a0Hateem Amin Bin Azhar<\/li>\n
  8. Strength And Microstructure Of Marine Clay Stabilized With Small Percentage Of Magnesium Chloride : Hazwan Adib Bin Jahidin<\/li>\n
  9. Predicting Geotechnical Value Based On Soil Resistivity Using Hybrid Artificial Neural Network-Particle Swarm Optimization Algorithm : Mark Ruben Anak Upom<\/li>\n
  10. Effect Of Various Sizes Of Recycle Blended Granite On Plasticity Index Of Treated Marine Clay : Mastura Bt Mohamed Amin<\/li>\n
  11. Effect Of Grading Characteristic Of Sand On Direct Shear Resistance Of Sand Matrix Soil : Mohamad Hafifi Bin Azmi<\/li>\n
  12. Tensile Behavior Of Sandstones Under Direct And Indirect Tensile Tests : \u00a0Mohamad Lukman Hakim Bin Mustapha<\/li>\n
  13. Comparison Of Shear Strength Of Compacted Laterite Soil Using Different Compaction Method : Mohammad Haziq Bin Rosly<\/li>\n
  14. Effect Of Strength Anisotropic In Shale : Mohd Afnan Bin Saat<\/li>\n
  15. Comparison Between Permeability Of Fresh Compacted Laterite Soil And Used Compacted Laterite Soil : \u00a0Muhamad Asyraf Bin Kamisan<\/li>\n
  16. The Bearing Capacity Of Marine Clay Treated With Optimum Percentage Of Magnesium Chloride : \u00a0Muhammad Firdaus Bin Roslan<\/li>\n
  17. Effect Of Joint Roughness Coefficient On Discontinuity Shear Strength : Noor Husna Binti Abdul Malik<\/li>\n
  18. Effect Of Various Size Of Recycle Blended Granite (Rbg) On Compaction Characteristics To Treated Marine Clay : Nuradiha Najla Hidayu Binti Adib<\/li>\n
  19. Soil Classification : Nurfadzilah Binti Mohd Jasni<\/li>\n
  20. Estimation Of Hydraulic Conductivity For Unsaturated Soil : Nurfarahin Aqiella Binti Roshizam<\/li>\n
  21. Soil Density Parameter Of Beach At Teluk Gorek : Nurul Afifi Syarkina Binti Azhar<\/li>\n
  22. Fitting Method For Soil-Water Characteristic Curve : Nurul Amalinna Binti Mohd Nadzri<\/li>\n
  23. Effect Of Climate Change On Soil Properties At Teluk Gorek : Nurul Shafikah Binti Ma’rof<\/li>\n
  24. Unconfined Compressive Strength Of Compacted Magnesium Chloride Treated Marine Clay : Zafri Nasrullah Bin Mohamed Ali<\/li>\n<\/ol>\n","protected":false},"excerpt":{"rendered":"

    Geomorphology Of Mount Kinabalu Contributed To The Occurrence Of Debris Flow After Earthquake : Audrey Gale Joenoi Geo-Morphology Of Karak Highway Contributed To Debris Flow : Nor Zarina Chok Geomorphology And Lineament Patterns Contribute To The Geological Hazard Occurrence In Cameron Highlands : Zairinhani Binti Zulkifly Unconfined Compressive Strength And Microstructural Characterization Of Magnesium Chloride […]<\/p>\n","protected":false},"author":282,"featured_media":0,"parent":110,"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-2430","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/civil.utm.my\/ethesis\/wp-json\/wp\/v2\/pages\/2430","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\/282"}],"replies":[{"embeddable":true,"href":"https:\/\/civil.utm.my\/ethesis\/wp-json\/wp\/v2\/comments?post=2430"}],"version-history":[{"count":0,"href":"https:\/\/civil.utm.my\/ethesis\/wp-json\/wp\/v2\/pages\/2430\/revisions"}],"up":[{"embeddable":true,"href":"https:\/\/civil.utm.my\/ethesis\/wp-json\/wp\/v2\/pages\/110"}],"wp:attachment":[{"href":"https:\/\/civil.utm.my\/ethesis\/wp-json\/wp\/v2\/media?parent=2430"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}