Application of Dynamic Replacement in a Steel Pipe Factory

Prior to the construction of Al Jazira Steel Pipe Factory (AJSPF), almost all buildings in the Industrial City of Abu Dhabi were constructed on piles. This was due to the presence of compressible layers of soil, especially a superficial layer composed of one to four metres of soft sandy silts and cl...

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Main Authors: Hamidi, Babak, Nikraz, Hamid, Varaksin, S.
Other Authors: Mohamed A Shahin
Format: Conference Paper
Published: Australian Geomechanics Society 2011
Subjects:
Online Access:http://hdl.handle.net/20.500.11937/33278
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author Hamidi, Babak
Nikraz, Hamid
Varaksin, S.
author2 Mohamed A Shahin
author_facet Mohamed A Shahin
Hamidi, Babak
Nikraz, Hamid
Varaksin, S.
author_sort Hamidi, Babak
building Curtin Institutional Repository
collection Online Access
description Prior to the construction of Al Jazira Steel Pipe Factory (AJSPF), almost all buildings in the Industrial City of Abu Dhabi were constructed on piles. This was due to the presence of compressible layers of soil, especially a superficial layer composed of one to four metres of soft sandy silts and clays. To the knowledge of the authors AJSPF is the first project in this area that has been built without the implementation of any piles and founded on shallow foundations improved by Dynamic Replacement. Variations of loading conditions and design criteria has made this pioneer project of special interest. While classical Dynamic Replacement was used for some ground slabs, pre-excavated Dynamic Replacement was applied under single footings and heavily loaded storage areas. As a cost saving method, sand from local Abu Dhabi excavations was used as granular material in lieu of the more commonly used crushed stone. Pressuremeter Tests (PMT) and finite element analysis was able to demonstrate that acceptance was achieved.
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spelling curtin-20.500.11937-332782023-01-27T05:52:10Z Application of Dynamic Replacement in a Steel Pipe Factory Hamidi, Babak Nikraz, Hamid Varaksin, S. Mohamed A Shahin Hamid R Nikraz soil improvement ground improvement dynamic replacement Menard pressuremeter Prior to the construction of Al Jazira Steel Pipe Factory (AJSPF), almost all buildings in the Industrial City of Abu Dhabi were constructed on piles. This was due to the presence of compressible layers of soil, especially a superficial layer composed of one to four metres of soft sandy silts and clays. To the knowledge of the authors AJSPF is the first project in this area that has been built without the implementation of any piles and founded on shallow foundations improved by Dynamic Replacement. Variations of loading conditions and design criteria has made this pioneer project of special interest. While classical Dynamic Replacement was used for some ground slabs, pre-excavated Dynamic Replacement was applied under single footings and heavily loaded storage areas. As a cost saving method, sand from local Abu Dhabi excavations was used as granular material in lieu of the more commonly used crushed stone. Pressuremeter Tests (PMT) and finite element analysis was able to demonstrate that acceptance was achieved. 2011 Conference Paper http://hdl.handle.net/20.500.11937/33278 Australian Geomechanics Society fulltext
spellingShingle soil improvement
ground improvement
dynamic replacement
Menard pressuremeter
Hamidi, Babak
Nikraz, Hamid
Varaksin, S.
Application of Dynamic Replacement in a Steel Pipe Factory
title Application of Dynamic Replacement in a Steel Pipe Factory
title_full Application of Dynamic Replacement in a Steel Pipe Factory
title_fullStr Application of Dynamic Replacement in a Steel Pipe Factory
title_full_unstemmed Application of Dynamic Replacement in a Steel Pipe Factory
title_short Application of Dynamic Replacement in a Steel Pipe Factory
title_sort application of dynamic replacement in a steel pipe factory
topic soil improvement
ground improvement
dynamic replacement
Menard pressuremeter
url http://hdl.handle.net/20.500.11937/33278