Three-dimensional numerical simulation of dynamic compaction of backfilled soil

CAI Yuan-qiang; CHEN Chao; XU Chang-jie

English Version Journal Login

您当前的位置：

首页 >

文章列表页 >

Three-dimensional numerical simulation of dynamic compaction of backfilled soil

更新时间：2026-06-25

- Three-dimensional numerical simulation of dynamic compaction of backfilled soil
- Vol. 28, Issue 6, (2007)
- 作者机构：
  
  1. 浙江大学岩土工程研究所,杭州,310027
  2. 温州大学建筑与土木工程学院，温洲,325035
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU443
- Online First：13 September 2013，
  
  Published：2007
- 稿件说明：
移动端阅览
CAI Yuan-qiang, CHEN Chao, XU Chang-jie. Three-dimensional numerical simulation of dynamic compaction of backfilled soil[J]. 2007, 28(6).
DOI：

CAI Yuan-qiang, CHEN Chao, XU Chang-jie. Three-dimensional numerical simulation of dynamic compaction of backfilled soil[J]. 2007, 28(6). DOI：

摘要

针对回填土地基，基于ABAQUS有限元软件，采用大变形几何非线性三维有限元方法对强夯加固效果进行了数值模拟。分析中考虑每一次夯击引起的塑性变形，确定前次夯击后土体塑性区开展的形状，并调整塑性区的土性参数，以此作为下次夯击分析的基础，重复上述步骤来实现对强夯整个过程的模拟。结合工程实例分析，得到了在不同夯击能、不同夯击次数作用下土体塑性区开展的情况，有效地预测了强夯加固区在空间上的分布规律。研究结论对类似的强夯工程有一定的参考价值。

Abstract

Aiming at coarse-grained backfilled foundation

improvement effect of dynamic compaction has been studied by ABAUQS using geometric nonlinear three-dimensional finite element method. The plastic deformation caused by each tamping has been taken into account and the shape of the plastic zone has been identified after each drop; the parameters of soils in the plastic zone have been adjusted

which makes the base of next impact analysis. The whole process of dynamic compaction is simulated by repeating the steps mentioned above. The developments of plastic zone in different impact energies or in same impact energy but different number of drops have been obtained; and that will be used to forecast the distribution rules of reinforced zone of dynamic compaction effectively. The conclusions give some references for the practice.

关键词

Keywords

references

Views

1964

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Utilizing ABAQUS modeling new Austrian tunneling method process

Dynamic analysis of PCC pile composite foundation under train vibration load

Improved Koppejan creep model and its application

Bearing capacity and load transfer mechanism of static drill rooted nodular piles

Evaluation of liquefaction flow characteristics and soil state of saturated sand based on tension and compression apparent viscosity

Related Author

ZHU Xun-guo

YANG Qing

LUAN Mao-Tian

FU Qiang

DING Xuan-ming

LIU Han-long

KONG Gang-qiang

WEI Li-min

Related Institution

Institute of Geotechnical Engineering, School of Civil and Hydraulic Engineering, Dalian University of Technology

State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology

Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University

Geotechnical Research Institute, Hohai University

National Engineering Research Center of Water Resources Efficient Utilization and Engineering Safety, Hohai University

AI问答

⁰