Mesomechanics particle flow numerical simulation research on 
sandy soil bio-grouting

QIN Peng-fei

doi:10.16285/j.rsm.2016.S1.079

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Mesomechanics particle flow numerical simulation research on sandy soil bio-grouting

更新时间：2026-06-25

- Mesomechanics particle flow numerical simulation research on sandy soil bio-grouting
- Vol. 37, Issue S1, Pages: 603-608(2016)
- 作者机构：
  
  郑州工业应用技术学院建筑工程学院,河南,郑州,450010
- 作者简介：
- 基金信息：
- DOI：10.16285/j.rsm.2016.S1.079
  CLC： TU443
- Online First：09 June 2018，
  
  Published：2016
- 稿件说明：
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QIN Peng-fei. Mesomechanics particle flow numerical simulation research on sandy soil bio-grouting[J]. 2016, 37(S1): 603-608.
DOI：

QIN Peng-fei. Mesomechanics particle flow numerical simulation research on sandy soil bio-grouting[J]. 2016, 37(S1): 603-608. DOI： 10.16285/j.rsm.2016.S1.079.

摘要

基于流固耦合原理的PFC2D颗粒流数值模拟程序，运用其内置FISHTANK函数库和FISH语言，分别定义流体域的流动方程和压力方程，对微生物灌浆过程中菌液在地层中的扩散过程和形态进行了数值模拟计算。通过调节PFC命令流中的注浆压力p、时步step、水力传导系数perm等参数对菌液的注浆过程进行了模拟计算。数值模拟计算表明，灌浆过程中菌液与地基土的作用形式与灌浆压力大小密切相关，过高的注浆压力会对地层结构造成一定的破坏。对钻孔周围土体的应力状态进行了理论推导和分析，理论推导结果与数值模拟结果相符。劈裂灌浆作用发生时，孔隙率和应变率均增加。

Abstract

Based on the principle of fluid-structure coupling numerical simulation program

PFC2D particles flow

which uses its built-in FISHTANK function library and FISH language

the flow equation and pressure equation of fluid domain have been defined. The process of grouting slurry diffusion in the formation and shape are simulated and calculated. By adjusting the parameter of step and perm in PFC’s command stream

grouting effects in different penetration gravels are obtained. Numerical simulation indicates that action modes between serous fluid and ground soil are mutually affected by the grouting pressure; foundation structure will be destroyed as the grouting pressure increases excessively. Stressed states around the drilling hole have been analyzed theoretically. The theoretical results are consistent with the simulation ones. When split grouting action occurs the porosity and strain increase.

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