考虑注浆作用的盾构隧道施工环境影响分析-学报杂志社

期刊信息

合肥工业大学（自然科学版），2025年5月，第48卷第5期：708-712

DOI: 10.3969/j.issn.1003-5060.2025.05.020

作者信息

刘钧 $ ^{1} $，龚湘源 $ ^{1} $，黄栩 $ ^{1} $，刘念武 $ ^{2} $，徐浩东 $ ^{3} $

（1. 中铁二院华东勘察设计有限责任公司，浙江杭州 310016；2. 浙江理工大学建筑工程学院，浙江杭州 310018；3. 上海交通大学船舶海洋与建筑工程学院，上海 200240）

摘要和关键词

摘要: 为分析盾构隧道施工过程中的注浆过程对周边环境的影响,文章利用FLAC3D有限元软件建立数值模型,通过设置孔压模拟注浆对地层的作用,采用流固耦合的数值方法模拟施工过程引起的地层变形。通过与实际工程对比,验证该方法的准确性,进一步分析盾构施工中注浆压力、临空时间对地表最大沉降的影响规律。结果表明:注浆压力越大,地表最大沉降越小,选用注浆压力为1.10倍上覆土重作用压力为最佳;临空时间越长,地表最大沉降越大。

关键词: 注浆作用；流固耦合；数值模拟；环境变形

Authors

LIU Jun $ ^{1} $, GONG Xiangyuan $ ^{1} $, HUANG Xu $ ^{1} $, LIU Nianwu $ ^{2} $, XU Haodong $ ^{3} $

(1. CREEC East China Survey and Design Co., Ltd., Hangzhou 310016, China; 2. School of Civil Engineering and Architecture, Zhejiang Sci-Tech University, Hangzhou 310018, China; 3. School of Ocean and Civil Engineering, Shanghai Jiao Tong University, Shanghai 200240, China)

Abstract and Keywords

Abstract: In order to analyze the influence of grouting process on the surrounding environment during shield tunnel construction, a numerical model was established by using FLAC3D finite element software. The effect of grouting on strata was simulated by setting pore pressure, and the strata deformation caused by construction process was simulated by fluid-structure coupling numerical method. By comparing with the actual project, the accuracy of the proposed method was verified, and the influence law of grouting pressure and air time on the maximum surface settlement in shield construction was further analyzed. The results show that the greater the grouting pressure, the smaller the maximum surface settlement, and the best choice is 1.10 times the pressure induced by overlying soil weight. The longer the air time, the greater the maximum surface settlement.

Keywords: grouting action; fluid-structure coupling; numerical modeling; environmental deformation

基金信息

国家自然科学基金资助项目（52078466）；上海市自然科学基金资助项目（22ZR1430800）

合肥工业大学学报(自然科学版)

导航菜单

考虑注浆作用的盾构隧道施工环境影响分析