A case history of ground improvement work for Kuala Lumpur International Airport 2
Prefabricated Vertical Drain incorporated with preloading has been used widely as a ground improvement technique in Geotechnical Engineering. The application of Prefabricated Vertical Drain and Preloading has proven to be one of the cheapest methods in ground improvement technique. In this paper,...
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my.utm.371102017-10-11T04:31:08Z http://eprints.utm.my/id/eprint/37110/ A case history of ground improvement work for Kuala Lumpur International Airport 2 Nazir, Ramli Syam, Affiz Razak, A. Mansor, M. TA Engineering (General). Civil engineering (General) Prefabricated Vertical Drain incorporated with preloading has been used widely as a ground improvement technique in Geotechnical Engineering. The application of Prefabricated Vertical Drain and Preloading has proven to be one of the cheapest methods in ground improvement technique. In this paper, the latter was used for a New Kuala Lumpur International Airport 2 ground improvement. The new Kuala Lumpur International Airport 2 is being constructed on the very soft clay. Due to the nature of the ground, the improvement works by surcharge preloading and prefabricated vertical drains (PVD) was being implemented. This paper will report the case history of ground improvement works base from observation of settlement magnitude using the above technique. Comparison between theoretical calculation and instrumentation observation will be deployed. It was expected that the different in reading is inevitable due to certain constraint in applying the soil parameters obtained from the ground investigation. 2013 Conference or Workshop Item PeerReviewed application/pdf en http://eprints.utm.my/id/eprint/37110/1/A4.pdf Nazir, Ramli and Syam, Affiz and Razak, A. and Mansor, M. (2013) A case history of ground improvement work for Kuala Lumpur International Airport 2. In: Foundation and Soft Ground Engineering Conference, Thu Dau Mot University ICTDMU-1, Binh Duong, , 5-6 June 2013, Binh Duong, Vietnam. |
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TA Engineering (General). Civil engineering (General) Nazir, Ramli Syam, Affiz Razak, A. Mansor, M. A case history of ground improvement work for Kuala Lumpur International Airport 2 |
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Prefabricated Vertical Drain incorporated with preloading has been used widely as a ground improvement technique in Geotechnical Engineering. The application of Prefabricated Vertical Drain and Preloading has proven to be one of the cheapest methods in ground improvement technique. In this paper, the latter was used for a New Kuala Lumpur International Airport 2 ground improvement. The new Kuala Lumpur International Airport 2 is being constructed on the very soft clay. Due to the nature of the ground, the improvement works by surcharge preloading and prefabricated vertical drains (PVD) was being implemented. This paper will report the case history of ground improvement works base from observation of settlement magnitude using the above technique. Comparison between theoretical calculation and instrumentation observation will be deployed. It was expected that the different in reading is inevitable due to certain constraint in applying the soil parameters obtained from the ground investigation. |
format |
Conference or Workshop Item |
author |
Nazir, Ramli Syam, Affiz Razak, A. Mansor, M. |
author_facet |
Nazir, Ramli Syam, Affiz Razak, A. Mansor, M. |
author_sort |
Nazir, Ramli |
title |
A case history of ground improvement work for Kuala Lumpur International Airport 2 |
title_short |
A case history of ground improvement work for Kuala Lumpur International Airport 2 |
title_full |
A case history of ground improvement work for Kuala Lumpur International Airport 2 |
title_fullStr |
A case history of ground improvement work for Kuala Lumpur International Airport 2 |
title_full_unstemmed |
A case history of ground improvement work for Kuala Lumpur International Airport 2 |
title_sort |
case history of ground improvement work for kuala lumpur international airport 2 |
publishDate |
2013 |
url |
http://eprints.utm.my/id/eprint/37110/1/A4.pdf http://eprints.utm.my/id/eprint/37110/ |
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1643650087534985216 |
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