Numerical investigation of tunneling induced surface movement:A case study of MRT line 1,Dhaka

作     者：Khondaker Sakil Ahmed Johana Sharmin Mehedi Ahmed Ansary 

作者机构：Department of Civil EngineeringMilitary Institute of Science and TechnologyDhaka 1216 Bangladesh Department of Civil EngineeringBangladesh University of Engineering and TechnologyDhaka 1216Bangladesh 

出 版 物：《Underground Space》 (地下空间（英文）)

年 卷 期：2023年第12卷第5期

页      面：116-136页

核心收录：

学科分类：081406[工学-桥梁与隧道工程] 08[工学] 0814[工学-土木工程] 082301[工学-道路与铁道工程] 0823[工学-交通运输工程] 

基　　金：Department of Civil Engineering of Bangladesh University of Engineering and Technology and Military Institute of Science and Technology 

主　　题：Surface settlement TBM Finite element analysis MC model MCC model 

摘      要：The proposed underground tunnel for Mass Rapid Transit Line 1,Dhaka brings immense attention to the engineers and experts not only because of its construction challenges through a densely-built city,but also for the potential tunneling-induced ground *** very preliminary study investigates the ground surface movement due to the progression of the tunnel boring machine(TBM)using numerical analysis.A series of finite element(FE)models have been developed using PLAXIS 3D,in which Mohr–Coulomb(MC),modified Cam-Clay(MCC),and hardening soil(HS)have been *** in-field data of Mashhad Metro Line-2 have been compared to verify PLAXIS 3D’s efficacy in tunnel ***,the outcomes of the FE analyses are compared with the existing empirical *** PLAXIS 3D analysis considering the MCC soil model exhibits strong agreement with the real monitored data,with a variance of only 3.85%.After simulating different stages of the tunnel construction,results are reported in terms of the distance of the inflexion point from the center,the settlement trough pattern,the maximum transverse settlements,and the vertical *** are also compared with the established empirical *** order to comprehend the surface settlement with various tunnel depths and diameters,a parameter dependency study has been carried *** analysis findings showed that increasing the TBM’s depth and radius causes the inflexion point’s distance from the center of the tunnel to increase by 4%and decrease by 5%,*** is also observed that as tunnel depth increases,the overall settlement of the tunnel lowers by 11%for every additional 5 meters of *** MCC model,out of the three,exhibits the most accurate value of the settlement compared to that obtained from the empirical solutions,and also the best-fit form to the Gaussian curve.