{"id":1217,"date":"2016-04-26T01:31:54","date_gmt":"2016-04-26T01:31:54","guid":{"rendered":"https:\/\/civil.utm.my\/ethesis\/?page_id=1217"},"modified":"2017-02-15T07:56:32","modified_gmt":"2017-02-15T07:56:32","slug":"2014-2","status":"publish","type":"page","link":"https:\/\/civil.utm.my\/ethesis\/masters\/transportation\/2014-2\/","title":{"rendered":"2014"},"content":{"rendered":"

Updated : 26\/04\/2016<\/em><\/span><\/p>\n

    \n
  1. PERFORMANCE OF MODIFIED ASPHALT BINDER WITH TIRE RUBBER POWDER : ABBAS MUKHTAR ADNAN<\/a><\/li>\n
  2. EVALUATION OF ABRASION LOSS OF ASPHALTIC CONCRETE SUBJECTED TO AGEING : ABDIRIZAK OSMAN DAWLAD<\/a><\/li>\n
  3. EFFECT OF CRUMB RUBBER SIZE AND CONTENT ON THE PROPERTIES OF DRY MIXED RUBBERIZED ASPHALT MIXTURE : ALI ABDULHUSSEIN ABDULRIDHA<\/a><\/li>\n
  4. EFFECT OF AGGREGATE GRADATION ON POROUS ASPHALT PROPERTIES : FARAHIYAH BINTI ABDUL RAHMAN<\/a><\/li>\n
  5. SPEED-FLOW RELATIONSHIP FOR TWO LANE HIGHWAYS BASED ON MOVING CAR OBSERVER DATA COLLECTION METHOD : FITRY AZRUL BIN NOR SAAFRI<\/a><\/li>\n
  6. INFLUENCES OF CRUMB RUBBER SIZE ON HOT MIX ASPHALT MIXTURES : GIZING SAMI HAMAD<\/a><\/li>\n
  7. DETERMINATION OF RHEOLOGICAL PROPERTIES OF MODIFIED ASPHALT BINDER INCORPORATING WITH SASOBIT ADDITIVE : AHMAD RAAD HASSAN<\/a><\/li>\n
  8. EFFECT OF RUBBER BITUMEN INTERACTION ON THE PROPERTIES OF DRY MIXED RUBBERIZED ASPHALT MIXTURE : ABDULWARITH IBRAHIM BIBI FAROUK<\/a><\/li>\n
  9. MICRO-STRUCTURAL PROPERTIES OF POROUS ASPHALT MIXTURE : KABIRU ABDULLAHI AHMAD<\/a><\/li>\n
  10. EFFECT OF AGGREGATE GRADATION ON THE PERFORMANCE OF POROUS ASPHALT MIXTURES : KAMAL HAMZA SULAIMAN<\/a><\/li>\n
  11. PERCEPTION ON RECYCLED HIGHWAY MATERIAL IN MALAYSIAN ROAD CONSTRUCTION TOWARDS ACHIEVING SUSTAINABLE CONSTRUCTION : LIANA NADIA BINTI SAMSUDDIN<\/a><\/li>\n
  12. A STUDY ON PARKING GENERATION RATE OF FAST FOOD RESTAURANT IN JOHOR BAHRU , MALAYSIA : MAHMOOD GHEET MAHMOOD<\/a><\/li>\n
  13. PERFORMANCE OF STEEL SLAG FOR WEARING COURSE COMPARED WITH CONVENTIONAL WEARING COURSE : MANOUCHEHR SHOKRI<\/a><\/li>\n
  14. A STUDY ON PARKING GENERATION RATE OF KINDERGARTENS IN JOHOR BAHRU AREA : MOHAMMAD SADEGH EFFATI<\/a><\/li>\n
  15. PERFORMANCE OF ASPHALT CONCRETE ACW-14 INCORPORATED CRUMB RUBBER AND SUBJECTED TO AGING : MOHAMMED AHMED NAYEL<\/a><\/li>\n
  16. INFLUENCE OF FLAKY AGGREGATE ON STONE MASTIC ASPHALT : MOHAMMED MANSOOR MOFREH GUBRAN<\/a><\/li>\n
  17. EFFECT OF TRAFFIC VOLUME AND COMPOSITON ON CARBON EMISSIONS : MUSTAPHA MAMADI NABAY<\/a><\/li>\n
  18. MICROWAVE PARAMETERS FOR BITUMEN EMULSION AND ITS APPLICATION IN HIGHWAY ENGINEERING : NAJEEB ULLAH KHAN<\/a><\/li>\n
  19. INTERACTION OF UNDERSIDE GROOVED CONCRETE BLOCK WITH BEDDING SAND LAYER FOR PAVEMENT : NUR NADHIRA BINTI ABDUL RASID<\/a><\/li>\n
  20. PERFORMANCE OF SASOBIT MODIFIED ASPHALT BINDER IN WARM-MIX ASPHALT TECHNOLOGY : SHAHAB MOEINI FEIZABADI<\/a><\/li>\n
  21. TRIP GENERATION RATE OF POLYCLINICS IN JOHOR BAHRU, MALAYSIA : SULEIMAN ABDULRAHMAN<\/a><\/li>\n
  22. APPLICATION OF DIRECT AND INDIRECT METHODS FOR MEASURING FREE-FLOW SPEED ON ROADWAYS : USMAN TASIU ABDURRAHMAN<\/a><\/li>\n
  23. ASSESSMENT SCORE FOR GREEN PAVEMENT TECHNOLOGY ELEMENTS : WAN NUR AIFA BT. WAN AZAHAR<\/a><\/li>\n
  24. PERFORMANCE OF DIFFERENT AGGREGATE PRE-COATING MATERIALS IN CHIP SEAL : ZALINNA BINTI KALIMAN<\/a><\/li>\n
  25. PERFORMANCE OF STEEL SLAG AS REPLACEMENT OF NATURAL AGGREGATE IN WEARING COURSE OF FLEXIBLE PAVEMENT : ZULFIQAR ALI<\/a><\/li>\n
  26. A study on parking generation rate of fast food restaurant in Johor Bahru, Malaysia : Mahmood Gheet Mahmood<\/li>\n
  27. A study on parking generation rate of kindergartens in Johor Bahru area : Mohammad Sadegh Effati<\/li>\n
  28. Application of direct and indirect methods for measuring free-flow speed on roadways : Usman Tasiu Abdurrahman<\/li>\n
  29. Assessment score for green pavement technology elements : Wan Nur Aifa Wan Azahar<\/li>\n
  30. Determination of rheological properties of cellulose oil palm fiber modified asphalt binder : Ahmed Wsoo Hamad<\/li>\n
  31. Determination of rheological properties of modified asphalt binder incorporating with sasobit additive : Ahmad Raad Hassan<\/li>\n
  32. Effect of aggregate gradation on porous asphalt properties : Farahiyah Abdul Rahman<\/li>\n
  33. Effect of aggregate gradations on the performance of porous asphalt mixtures : Kamal Hamza Sulaiman<\/li>\n
  34. Effect of crumb rubber size and content on the properties of dry mixed rubberized asphalt mixtures : Ali Abdulhussein Abdulridha<\/li>\n
  35. Effect of rubber bitumen interaction on the properties of dry mixed rubberized asphalt mixture : Abdul Warith Ibrahim Bibi Farouk<\/li>\n
  36. Effect of traffic volume and composition on carbon emissions : Mustapha Mamadi Nabay<\/li>\n
  37. Evaluation of abrasion loss of asphaltic concrete subjected to ageing : Abdirizak Osman Dawlad<\/li>\n
  38. Influence of flaky aggregate on stone mastic asphalt : Mohammed Mansoor Mofreh Gubran<\/li>\n
  39. Influences of crumb rubber size on hot mix asphalt mixtures : Gizing Sami Hamad<\/li>\n
  40. Interaction of underside grooved concrete block with bedding sand layer for pavement : Nur Nadhira Abdul Rasid<\/li>\n
  41. Micro-structural properties of porous asphalt mixture : Kabiru Abdullahi Ahmad<\/li>\n
  42. Microwave parameters for bitumen emulsion and its application in highway engineering : Najeeb Ullah Khan<\/li>\n
  43. Perception on recycled highway material in Malaysian road construction towards achieving sustainable construction : Liana Nadia Samsuddin<\/li>\n
  44. Performance of asphalt concrete ACW-14 incorporated crumb rubber and subjected to aging : Mohammed Ahmed Nayel<\/li>\n
  45. Performance of different aggregate pre-coating materials in chip seal : Zalinna Kaliman<\/li>\n
  46. Performance of modified asphalt binder with tire rubber powder : Abbas Mukhtar Adnan<\/li>\n
  47. Performance of sasobit modified asphalt binder in warm-mix asphalt technology : Shahab Moeini Feizabadi<\/li>\n
  48. Performance of steel slag as replacement of natural aggregate in wearing course of flexible pavement : Zulfiqar Ali<\/li>\n
  49. Performance of steel slag for wearing course compared with conventional wearing course : Manouchehr Shokri<\/li>\n
  50. Speed-flow relationship for two lane highways based on moving car observer data collection method : Fitry Azrul Nor Saafri<\/li>\n
  51. Trip generation rate of polyclinics in Johor Bahru, Malaysia : Suleiman Abdulrahman<\/li>\n<\/ol>\n","protected":false},"excerpt":{"rendered":"

    Updated : 26\/04\/2016 PERFORMANCE OF MODIFIED ASPHALT BINDER WITH TIRE RUBBER POWDER : ABBAS MUKHTAR ADNAN EVALUATION OF ABRASION LOSS OF ASPHALTIC CONCRETE SUBJECTED TO AGEING : ABDIRIZAK OSMAN DAWLAD EFFECT OF CRUMB RUBBER SIZE AND CONTENT ON THE PROPERTIES OF DRY MIXED RUBBERIZED ASPHALT MIXTURE : ALI ABDULHUSSEIN ABDULRIDHA EFFECT OF AGGREGATE GRADATION ON […]<\/p>\n","protected":false},"author":243,"featured_media":0,"parent":73,"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-1217","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/civil.utm.my\/ethesis\/wp-json\/wp\/v2\/pages\/1217","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=1217"}],"version-history":[{"count":0,"href":"https:\/\/civil.utm.my\/ethesis\/wp-json\/wp\/v2\/pages\/1217\/revisions"}],"up":[{"embeddable":true,"href":"https:\/\/civil.utm.my\/ethesis\/wp-json\/wp\/v2\/pages\/73"}],"wp:attachment":[{"href":"https:\/\/civil.utm.my\/ethesis\/wp-json\/wp\/v2\/media?parent=1217"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}