{"id":1189,"date":"2016-04-25T09:02:16","date_gmt":"2016-04-25T09:02:16","guid":{"rendered":"https:\/\/civil.utm.my\/ethesis\/?page_id=1189"},"modified":"2016-04-25T09:02:16","modified_gmt":"2016-04-25T09:02:16","slug":"2006-2","status":"publish","type":"page","link":"https:\/\/civil.utm.my\/ethesis\/masters\/geotechnics\/2006-2\/","title":{"rendered":"2006"},"content":{"rendered":"

Updated : 25\/04\/2016<\/em><\/span><\/p>\n

    \n
  1. A Comparison Between Static Load Test And High Strain Dynamic Test On Bored Piles : Michael Angelo A \/ L Murugan<\/li>\n
  2. A Comparison Of Pile Performance Base On Static Formulas And Dynamic Load Test : Muhd Harris Ramli<\/li>\n
  3. A Study On Stress – Strain Behaviour Of Granite And Sandstone Using Closed – Circuit Servo -Controlled Testing Machine : Rini Asnida Abdullah<\/li>\n
  4. Alternative Design Of Foundations Subjected To Uplift For Transmission Line Tower : Purushothaman Nair<\/li>\n
  5. Behaviour Of Filled Joint Under Shear Loading : Ong Heng Yau<\/li>\n
  6. California Bearing Ratio Correlation With Soil Index Properties : Mak Wai Kin<\/li>\n
  7. Comparison Between Predicted And Observed Settlement Of Vertical Drain Treated Road Embankment On Soft Clay : Mohd Redzuan Ahmad<\/li>\n
  8. Comparison Of Predicted Settlement Behaviour To The Field Measurement Of Stone Column Improved Ground : Selvern S \/ 0 Raman<\/li>\n
  9. Compressibility Characteristics Of Fibrous Peat Soil : Yulindasari<\/li>\n
  10. Criteria Of Acceptance For Constant Rate Of Strain Consolidation Test For Cohesive Soil : Lam Chee Siang<\/li>\n
  11. Determination Of Optimum Concentration Of Lime Slurry For Soil Stabilisation : Mohammad Sofian Abdullah<\/li>\n
  12. Pembentukan Corak Resipan Disebabkan Oleh Penyusupan Hujan : Adnan Ismail<\/li>\n
  13. Penclekatan Penilaian Untuk Analisa Cerun Tanah : Mohd Hazreek Zainal Abidin<\/li>\n
  14. Penentuan Kestabilan Cerun DiSebabkan Oleh Hujan : Marhana Abd Latiff<\/li>\n
  15. Prediction Of Ultimate Load Bearing Capacity Of Driven Piles : Wong Charng Chen<\/li>\n
  16. Shear Strength Improvement Of Peat Soil Due To Consolidation : Vivi Anggraini<\/li>\n
  17. The Compressibility Of Fill Subjected To Applied Stress And Inundation : Mohamed Muftah R. Alrowaimi<\/li>\n
  18. The Correlations Of Engineering Characteristics Of Johor Coastal Clay : Muzamir Hasan<\/li>\n<\/ol>\n","protected":false},"excerpt":{"rendered":"

    Updated : 25\/04\/2016 A Comparison Between Static Load Test And High Strain Dynamic Test On Bored Piles : Michael Angelo A \/ L Murugan A Comparison Of Pile Performance Base On Static Formulas And Dynamic Load Test : Muhd Harris Ramli A Study On Stress – Strain Behaviour Of Granite And Sandstone Using Closed – […]<\/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-1189","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/civil.utm.my\/ethesis\/wp-json\/wp\/v2\/pages\/1189","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=1189"}],"version-history":[{"count":0,"href":"https:\/\/civil.utm.my\/ethesis\/wp-json\/wp\/v2\/pages\/1189\/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=1189"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}