Test and Numerical Analysis of Penetration Resistance of Static Pressure Steel Sheet Pile

Li Yu-hang; Gao Zhen-yu; Yang Xue-qiang; Liu Pan

doi:10.12052/gdutxb.200102

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Test and Numerical Analysis of Penetration Resistance of Static Pressure Steel Sheet Pile

更新时间：2026-05-27

- Test and Numerical Analysis of Penetration Resistance of Static Pressure Steel Sheet Pile
- Vol. 39, Issue 1, Pages: 129-134(2022)
- 作者机构：
  
  1. 广东工业大学土木与交通工程学院,广东,广州,510006
  2. 广东首汇蓝天工程科技公司,广东,广州,510075
- 作者简介：
- 基金信息：
- DOI：10.12052/gdutxb.200102
  CLC： TU473
- Published：2022
- 稿件说明：
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李宇航, 高振宇, 杨雪强, 刘攀. 静压钢板桩贯入阻力试验与数值仿真[J]. 广东工业大学学报, 2022, 39(1): 129-134.

Li Yu-hang, Gao Zhen-yu, Yang Xue-qiang, et al. Test and Numerical Analysis of Penetration Resistance of Static Pressure Steel Sheet Pile[J]. 2022, 39(1): 129-134.
李宇航, 高振宇, 杨雪强, 刘攀. 静压钢板桩贯入阻力试验与数值仿真[J]. 广东工业大学学报, 2022, 39(1): 129-134. DOI： 10.12052/gdutxb.200102.

Li Yu-hang, Gao Zhen-yu, Yang Xue-qiang, et al. Test and Numerical Analysis of Penetration Resistance of Static Pressure Steel Sheet Pile[J]. 2022, 39(1): 129-134. DOI： 10.12052/gdutxb.200102.

摘要

为了研究静压钢板桩在成层地层中的沉桩性状及沉桩可能性

运用有限元软件ABAQUS

采用显示动力学中耦合的欧拉−拉格朗日(Coupled Eulerian-Lagrangian

CEL)方法

对静压钢板桩连续贯入不同土层的过程进行了有限元建模分析

获得了沉桩阻力随贯入深度变化的曲线。再结合工程实例

探讨了剪胀角的变化对模拟结果的影响

并对沉桩完成后的桩周土体应力分布云图进行了分析。最后将模拟结果与工程现场实测数据进行对比

分析了模拟值和工程实测值之间的差异。模拟研究结果可对成层地层钢板桩沉桩的可能性进行预测

为静压钢板桩的施工提供指导。

Abstract

In order to study the driving behavior and possibility of jacked steel sheet pile in layered stratum

the commercial finite element software ABAQUS is used to analyze the continuous penetration process of static pressure steel sheet pile into different soil layers by using the method of Coupled Eulerian-Lagrangian (CEL) analysis

and the curve of pile sinking resistance with penetration depth is obtained. Then combined with an engineering example

the influence of the change of dilatancy angle on the simulation results is discussed

and the cloud chart of soil stress distribution around the pile after pile driving is analyzed. Finally

the simulation results are compared with the field measured data of a project

and the differences between the simulated values and the measured values are analyzed. The simulation results can predict the possibility of driving steel sheet pile in layered stratum and improve the construction possibility of static pressure steel sheet pile.

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Keywords

references

SHENG D, EIGENBROD K D, WRIGGERS P. Finite element analysis of pile installation using large-slip frictional contact [J]. Computers and Geotechnics, 2005, 32(1): 17-26.

LI J P, HE J F, LIANG F Y. Numerical simulation and parameter analysis of action mechanism of static pressure pile tip [J]. Structural Engineer, 2007, 23(3): 53-57.

LU Q, GONG X N, CUI W W, et al . Finite element simulation of squeezing effect of statically pressed single pile in saturated layered soil [J ] . Rock and Soil Mechanics, 2008, 29(11): 3017-3020.

FAN S, BIENEN B, RANDOLPH M F. Stability and efficiency considerations in the numerical simulation of cone penetration testing in sand [J]. Géotechnique Letters, 2018, 8(1): 1-25.

GENNARO V D, FEANK R, SAID I. Finite element analysis of model piles axially loaded in sands [J]. Geotech, 2008, 2(1): 44-62.

KOU H L, ZHANG M Y, ZHANG J K. Numerical simulation of continuous penetration of statically pressed piles in layered cohesive soil and sandy soil foundation [J]. Engineering Mechanics, 2012, 29(12): 175-181.

CHEN Y D, ZAI J M, QI K J. Numerical analysis of nonlinear interaction between pile and soil in composite pile foundation [J]. Journal of Nanjing University of Technology (Natural Science Edition), 2007, 29(3): 34-38.

SANG S K, ZHANG M Y, BAI X Y, et al . Model test and numerical simulation of penetrating mechanism of static pressure piles on clay foundation [J ] . Journal of Guangxi University(Natural Science Edition), 2018, 43(4): 1499-1508.

OSTNOFF D, GRABE J. Deformational behaviour of steel sheet piles during jacking [J]. Computers and Geotechnics, 2018, 101: 1-10.

牛永昌. 静压桩连续贯入的工程实测与数值模拟分析[D]. 青岛: 青岛理工大学, 2015.

ZHANG J K, HUANG K, BAI X Y, et al . Numerical simulation of continuous penetration mechanism of jacked pile [J ] . Engineering Investigation, 2017, 45(9): 5-10.

郝友超. 砂土中静压桩沉桩阻力及挤土效应研究[D]. 郑州: 河南工业大学, 2019.

KAYA H,GRABE J. Numerical investigation on soil spreading and gap formation due to sheet pile penetration in sealing soil layers [J]. BAW Mitteilungen, 2015, 98: 47-58.

HAMANN T, QIU G, GRABE J. Application of a Coupled Eulerian-Lagrangian approach on pile installation problems under partially drained conditions [J]. Computers and Geotechnics, 2015, 63: 279-290.

肖正龙. 基于Abaqus静压沉桩全过程响应分析的方法研究[D]. 武汉: 武汉理工大学, 2012.

CHEN J. Numerical simulation of pile soil interaction based on ABAQUS [J]. Henan Science, 2005, 27(8): 974-976.

费康, 张建伟. ABAQUS在岩土工程中的应用[M]. 北京: 中国水利水电出版社, 2010.

ZHANG P W, CHEN Z Y. Influence of dilatancyangle on safety factor of slope stability [J]. Geotechnical Mechanics, 2004, 25(11): 1757-1760.

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