Study on the Bearing Mechanism of Rigid Pile Composite Ground with Discrete Element Method

BAO Peng; ZHANG Hui; JIANG Xin-liang

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Study on the Bearing Mechanism of Rigid Pile Composite Ground with Discrete Element Method

更新时间：2026-05-27

- Study on the Bearing Mechanism of Rigid Pile Composite Ground with Discrete Element Method
- Vol. 22, Issue 1, Pages: 105-109(2005)
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- Online First：02 March 2005，
  
  Published：2005
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鲍鹏, 张惠, 姜忻良. 离散元法刚性桩复合地基承载机理研究[J]. 广东工业大学学报, 2005, 22(1): 105-109.

BAO Peng, ZHANG Hui, JIANG Xin-liang. Study on the Bearing Mechanism of Rigid Pile Composite Ground with Discrete Element Method[J]. 2005, 22(1): 105-109.
鲍鹏, 张惠, 姜忻良. 离散元法刚性桩复合地基承载机理研究[J]. 广东工业大学学报, 2005, 22(1): 105-109. DOI：

BAO Peng, ZHANG Hui, JIANG Xin-liang. Study on the Bearing Mechanism of Rigid Pile Composite Ground with Discrete Element Method[J]. 2005, 22(1): 105-109. DOI：

摘要

采用可变形体模型的离散元方法

对刚性桩复合地基的竖向承载能力以及桩土共同作用过程中桩、土承担荷载比例的变化规律进行了计算分析.揭示了刚性桩复合地基桩土共同作用的承载机理

提出了合理确定刚性桩复合地基承载力的方法.

Abstract

In this paper

the bearing capacity of rigid pile composite ground under vertical loads and the law of variation of pile-soil bearing ratio among pile-soil interaction are calculated and analyzed on the basis of discrete element method of the deformable body model

which describes the bearing mechanism of pile-soil interaction of rigid pile composite ground. The method of how to ascertain the bearing capacity of rigid pile composite ground is presented .

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references

郑俊杰,彭小荣. 桩土共同作用设计理论研究[J]. 岩土力学. 2003(02)

雷晓燕著.岩土工程数值计算[M]. 中国铁道出版社, 1999

史佩栋等主编.21世纪高层建筑基础工程[M]. 中国建筑工业出版社, 2000

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