Application of Anti-slide Piles in Embankment Reconstruction Work on Soft Soil Foundation

In order to study the influence of anti-slide pile layout on the anti-slide stability of the embankment reconstruction work on soft soil foundation,taking the Xindian section of Fenghua River embankment in Ningbo as the research object,this paper analyzes the anti-slip stability safety coefficient o...

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Main Author: YU Minlin
Format: Article
Language:zho
Published: Editorial Office of Pearl River 2021-01-01
Series:Renmin Zhujiang
Subjects:
Online Access:http://www.renminzhujiang.cn/thesisDetails#10.3969/j.issn.1001-9235.2021.08.011
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author YU Minlin
author_facet YU Minlin
author_sort YU Minlin
collection DOAJ
description In order to study the influence of anti-slide pile layout on the anti-slide stability of the embankment reconstruction work on soft soil foundation,taking the Xindian section of Fenghua River embankment in Ningbo as the research object,this paper analyzes the anti-slip stability safety coefficient of the embankment with different length and spacing of anti-slides piles by the finite element software ABAQUS and the strength reduction method.The calculation results show that:The pile in shorter length may not have anti-slide effect yet.When the pile length increases the anti-slide stability safety factor decreases and then tends to be constant with the increase of pile spacing.Under the same pile spacing,the anti-slide stability safety factor of embankment increases and then also tends to be constant with the increase of pile length.Finally,by fitting the curve of anti-slide stability safety coefficient to the pile length and pile spacing,the piles with proper length and spacing are applied in this work.
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institution Kabale University
issn 1001-9235
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publisher Editorial Office of Pearl River
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series Renmin Zhujiang
spelling doaj-art-7a0659a3a5de4b9bbc34a38caf4ecbd72025-01-15T02:28:12ZzhoEditorial Office of Pearl RiverRenmin Zhujiang1001-92352021-01-014247646433Application of Anti-slide Piles in Embankment Reconstruction Work on Soft Soil FoundationYU MinlinIn order to study the influence of anti-slide pile layout on the anti-slide stability of the embankment reconstruction work on soft soil foundation,taking the Xindian section of Fenghua River embankment in Ningbo as the research object,this paper analyzes the anti-slip stability safety coefficient of the embankment with different length and spacing of anti-slides piles by the finite element software ABAQUS and the strength reduction method.The calculation results show that:The pile in shorter length may not have anti-slide effect yet.When the pile length increases the anti-slide stability safety factor decreases and then tends to be constant with the increase of pile spacing.Under the same pile spacing,the anti-slide stability safety factor of embankment increases and then also tends to be constant with the increase of pile length.Finally,by fitting the curve of anti-slide stability safety coefficient to the pile length and pile spacing,the piles with proper length and spacing are applied in this work.http://www.renminzhujiang.cn/thesisDetails#10.3969/j.issn.1001-9235.2021.08.011anti-slide pilesoft soil foundationembankment reconstructionslope stabilitystrength reduction
spellingShingle YU Minlin
Application of Anti-slide Piles in Embankment Reconstruction Work on Soft Soil Foundation
Renmin Zhujiang
anti-slide pile
soft soil foundation
embankment reconstruction
slope stability
strength reduction
title Application of Anti-slide Piles in Embankment Reconstruction Work on Soft Soil Foundation
title_full Application of Anti-slide Piles in Embankment Reconstruction Work on Soft Soil Foundation
title_fullStr Application of Anti-slide Piles in Embankment Reconstruction Work on Soft Soil Foundation
title_full_unstemmed Application of Anti-slide Piles in Embankment Reconstruction Work on Soft Soil Foundation
title_short Application of Anti-slide Piles in Embankment Reconstruction Work on Soft Soil Foundation
title_sort application of anti slide piles in embankment reconstruction work on soft soil foundation
topic anti-slide pile
soft soil foundation
embankment reconstruction
slope stability
strength reduction
url http://www.renminzhujiang.cn/thesisDetails#10.3969/j.issn.1001-9235.2021.08.011
work_keys_str_mv AT yuminlin applicationofantislidepilesinembankmentreconstructionworkonsoftsoilfoundation