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contributor authorWang Zhongwen
date accessioned2017-05-08T22:04:47Z
date available2017-05-08T22:04:47Z
date copyrightSeptember 2012
date issued2012
identifier otherjhtrcq%2E0000110.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70659
description abstractNumerical analysis on the influencing factors of hole wall stabilization was conducted based on a large bridge approach construction. The geotechnical engineering finite-element analytical software called Plaxis was used for the analysis. The research results indicate that, without considering the influence of the adjacent old pile foundation, the aperture, hole depth, specific gravity of slurry, protective barrel depth, and hole forming time are the key influencing factors that affect the stabilization of bored pile hole wall. On the contrary, when the influence of the adjacent old pile foundation was considered, the protective barrel and the proper depth of the protective barrel may assure the reduction of the interrelationship between the new pile foundation and the adjacent old pile foundation. The research results may be applied to increase drilling efficiency, effectively control the impact of two extremely close adjacent pile foundations, and ensure construction safety.
publisherAmerican Society of Civil Engineers
titleResearch on the Factors Affecting the Stabilization of Bored Pile Hole Wall
typeJournal Paper
journal volume6
journal issue3
journal titleJournal of Highway and Transportation Research and Development (English Edition)
identifier doi10.1061/JHTRCQ.0000110
treeJournal of Highway and Transportation Research and Development (English Edition):;2012:;Volume ( 006 ):;issue: 003
contenttypeFulltext


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