Analysis of impact of surrounding rock post-grouting for large oil cavern on its water seal ability based on fluid-solid coupling

ZHANG Long-yun; ZHANG Qiang-yong; LI Shu-cai; XUE Yi-guo

English Version Journal Login

您当前的位置：

首页 >

文章列表页 >

Analysis of impact of surrounding rock post-grouting for large oil cavern on its water seal ability based on fluid-solid coupling

更新时间：2026-06-25

- Analysis of impact of surrounding rock post-grouting for large oil cavern on its water seal ability based on fluid-solid coupling
- Vol. 35, Issue S2, (2014)
- 作者机构：
  
  1. 山东大学岩土与结构工程研究中心,济南,250061
  2. 山东大学后勤保障部,济南,250100
  3. 山东交通学院数理系,济南,250023
- 作者简介：
- 基金信息：
- DOI：
  CLC： TE822
- Online First：12 November 2014，
  
  Published：2014
- 稿件说明：
移动端阅览
ZHANG Long-yun, ZHANG Qiang-yong, LI Shu-cai, et al. Analysis of impact of surrounding rock post-grouting for large oil cavern on its water seal ability based on fluid-solid coupling[J]. 2014, 35(S2).
DOI：

ZHANG Long-yun, ZHANG Qiang-yong, LI Shu-cai, et al. Analysis of impact of surrounding rock post-grouting for large oil cavern on its water seal ability based on fluid-solid coupling[J]. 2014, 35(S2). DOI：

摘要

基于多孔弹性连续介质流固耦合理论，通过合理选取围岩主要物理力学参数，建立了大型石油储备地下水封洞库全断面开挖后洞室涌水量计算模型，利用大型商业软件Comsol对黄岛国家石油储备地下水封洞库地下水渗流场和位移场进行数值模拟分析。通过不同注浆方案及不同注浆厚度情况下地下水渗流量的比较分析发现，并不是注浆圈的厚度越大对洞室渗水量的控制效果越好，而是存在相对经济合理的阈值。研究表明，最佳的注浆方式是形成全断面闭合注浆圈，最佳注浆厚度为5 m。

Abstract

By properly selecting the main physical and mechanical parameters of surrounding rock

a model for calculating water inflow of a large underground water seal oil cavern after the whole section excavation is established based on porous elastic continuum fluid-solid coupling theory. And the groundwater seepage field and displacement field of Huangdao oil storage underground water seal cavern are analyzed with numerical simulation. By the comparative analysis of different grouting mode and different thickness of grouting case

it is found that it is not a fact that the greater the thickness of grouting circle of cavern

the better control effect of the seepage flow. There is a relatively economic and reasonable threshold. The results show that the best way of post-grouting is to form a whole section closing grouting circle

and the best thickness of grouting is 5 meters.

关键词

Keywords

references

Views

1436

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Mechanical properties of surrounding rocks of large water-sealed underground oil storage caverns during construction process

Analysis and numerical simulation of vacuum well point dewatering test

Research on effect of post grouting at pile tip on bearing behavior of single pile

Analysis of three dimensional random seepage field based on Monte Carlo stochastic finite element method

Space-time evolution behaviour of seepage field around a large underground petroleum storage caverns with groundwater curtaining

Related Author

WANG Zhe-chao

LI Shu-cai

XUE Yi-guo

QIU Dao-hong

TIAN Hao

JIA Xiang-xin

NIE Qing-ke

WANG Ying-hui

Related Institution

Geotechnical and Structural Engineering Research Center, Shandong University

The Geotechnical Engineering Technology Center of Hebei Province

Hebei Research Institute of Construction and Geotechnical Investigation Co. Ltd.

College of Civil and Hydraulic Engineering, Ningxia University

State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University

AI问答

⁰