Consolidation solution of soil around single-pile after pile sinking

GAO Zi-kun; SHI Jian-yong

English Version Journal Login

您当前的位置：

首页 >

文章列表页 >

Consolidation solution of soil around single-pile after pile sinking

更新时间：2026-06-25

- Consolidation solution of soil around single-pile after pile sinking
- Vol. 29, Issue 4, (2008)
- 作者机构：
  
  河海大学岩土工程研究所,南京,210098
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU431
- Online First：10 July 2013，
  
  Published：2008
- 稿件说明：
移动端阅览
GAO Zi-kun, SHI Jian-yong. Consolidation solution of soil around single-pile after pile sinking[J]. 2008, 29(4).
DOI：

GAO Zi-kun, SHI Jian-yong. Consolidation solution of soil around single-pile after pile sinking[J]. 2008, 29(4). DOI：

摘要

通过分析单桩成桩后桩周土体固结的边界条件和初始条件，建立了饱和黏土中单桩桩周横观各向同性土体的空间轴对称固结问题的定解条件，应用数学物理方法求得该问题的级数解答。通过土体固结与桩承载力的时效性之间的关系，利用承载力的实测资料换算得到的等效固结度，验证了解答的合理性和适用性。同样，应用级数解答求得的桩周土体的固结度可用于桩的承载力的时效分析。

Abstract

The two-dimensional consolidation in saturated soil around sunk pile is studied. Considered the initial distribution and boundary condition of excess pore water pressure caused by setting pile

the series solution can be found by using methods of mathematical physics. The comparison between the calculation values and the consolidation degree values which are deduced from the practical bearing capacity shows that the series solution is reasonable. On the other hand

the consolidation degree results from the series solution can also be used to predict the capacity of the pile.

关键词

Keywords

references

Views

1326

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Series solution of consolidation of transverse isotropy soil among jacked-in group-piles

Dynamic numerical analysis of liquefiable sand soil foundation reinforced by compacted gravel pile

Analytical solution for consolidation of composite foundation with sand drains and cement-soil mixing piles

Numerical analyses of composite foundation of geosynthetic-encased stone columns subjected to vertical loading

Series solution to one-dimensional consolidation in unsaturated soils based on the homology analysis method

Related Author

GAO Zi-kun

YANG Ji-hong

DONG Jin-yu

HUANG Zhi-quan

MA Shu-jiang

GENG Yun-sheng

QIN Kang

LU Meng-meng

Related Institution

Institute of Geotechnical Engineering, Hohai University

College of Resources and Environment, North China University of Water Resources and Electric Power

The Second Design and Research Institute of Water Conservancy and Hydropower of Hebei Province

State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining & Technology

School of Mechanics & Civil Engineering, China University of Mining and Technology

AI问答

⁰