Application of Dynamic Compaction in Reclaimed Roads

Pavement layers are systematically constructed as engineered fills with specified properties and criteria; however these well built layers may be underlain by loose saturated subgrades that, if not treated, may be subject to undesirable and damaging deformations. This may be especially true for road...

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Main Authors: Hamidi, Babak, Nikraz, Hamid, Varaksin, Serge
Other Authors: H. Khabbaz
Format: Conference Paper
Published: The Australian Geomechanics Society 2012
Online Access:http://hdl.handle.net/20.500.11937/40259
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author Hamidi, Babak
Nikraz, Hamid
Varaksin, Serge
author2 H. Khabbaz
author_facet H. Khabbaz
Hamidi, Babak
Nikraz, Hamid
Varaksin, Serge
author_sort Hamidi, Babak
building Curtin Institutional Repository
collection Online Access
description Pavement layers are systematically constructed as engineered fills with specified properties and criteria; however these well built layers may be underlain by loose saturated subgrades that, if not treated, may be subject to undesirable and damaging deformations. This may be especially true for roads that are constructed on reclaimed land. Dynamic Compaction is a ground improvement technique that can and has been effectively utilised for treating thick loose layers of saturated in situ or reclaimed granular soils. In this paper, the application of Dynamic Compaction for improving loose sub-grades will be discussed using three case studies. The case studies have been specifically selected in a manner to demonstrate the applicability of this technique to hydraulic fills and truck dumped fills, to very large projects such as the 900,000 m2 Abu Dhabi Corniche, to moderately large projects such as Marjan Island Main Road corridor and to relatively small sized projects such as the 10,000 m2 approach roads of Reem Island Causeway. The projects can be in undeveloped locations or in urban areas.
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spelling curtin-20.500.11937-402592023-02-07T08:01:21Z Application of Dynamic Compaction in Reclaimed Roads Hamidi, Babak Nikraz, Hamid Varaksin, Serge H. Khabbaz C. Y. Tey O. Stahlhut C. Rujikiatkamjorn Pavement layers are systematically constructed as engineered fills with specified properties and criteria; however these well built layers may be underlain by loose saturated subgrades that, if not treated, may be subject to undesirable and damaging deformations. This may be especially true for roads that are constructed on reclaimed land. Dynamic Compaction is a ground improvement technique that can and has been effectively utilised for treating thick loose layers of saturated in situ or reclaimed granular soils. In this paper, the application of Dynamic Compaction for improving loose sub-grades will be discussed using three case studies. The case studies have been specifically selected in a manner to demonstrate the applicability of this technique to hydraulic fills and truck dumped fills, to very large projects such as the 900,000 m2 Abu Dhabi Corniche, to moderately large projects such as Marjan Island Main Road corridor and to relatively small sized projects such as the 10,000 m2 approach roads of Reem Island Causeway. The projects can be in undeveloped locations or in urban areas. 2012 Conference Paper http://hdl.handle.net/20.500.11937/40259 The Australian Geomechanics Society fulltext
spellingShingle Hamidi, Babak
Nikraz, Hamid
Varaksin, Serge
Application of Dynamic Compaction in Reclaimed Roads
title Application of Dynamic Compaction in Reclaimed Roads
title_full Application of Dynamic Compaction in Reclaimed Roads
title_fullStr Application of Dynamic Compaction in Reclaimed Roads
title_full_unstemmed Application of Dynamic Compaction in Reclaimed Roads
title_short Application of Dynamic Compaction in Reclaimed Roads
title_sort application of dynamic compaction in reclaimed roads
url http://hdl.handle.net/20.500.11937/40259