Numerical and analytical studies on the coupling effects of unloading and cutterhead vibration on tunnel face in dry sandy ground  

作　　者：Junzuo He Shaoming Liao Mengbo Liu Motoi Iwanami Yanqing Men 

机构地区：[1]Department of Geotechnical Engineering,College of Civil Engineering,Tongji University,Shanghai 200092,China [2]Key Laboratory of Road and Traffic Engineering,Ministry of Education,Tongji University,Shanghai 200092,China [3]Department of Civil and Environmental Engineering,Waseda University,Tokyo 169-0072,Japan [4]Jinan Rail Transit Group Co.,Ltd.,Jinan 250014,China

出　　处：《Underground Space》2024年第5期256-272,共17页地下空间（英文）

基　　金：National Key R&D Program of China(Grant No.2022YFB2602200);China Scholarship Council(Grant No.202106260179);National Natural Science Foundation of China(Grant No.52308412);China Postdoctoral Science Foundation(Grant No.2023M732668)for their financial support.

摘　　要：When tunnelling in difficult ground conditions,shield machine would inevitably produce significant ground loss and vibration,which may disturb the ground ahead of the tunnel face.In this paper,discrete element models calibrated by model tests were established to investigate the response of tunnel face under the coupling effects of unloading and cutterhead vibrations.The results show that the friction angle reduction under cyclic loading and vibration attenuation in the sandy ground are significant and can be estimated by the fitted exponential functions.Under cutterhead vibration,the tunnel face stability is undermined and the limit support pressure(LSP)increases to 1.4 times as that in the static case with the growth of frequency and amplitude.Meanwhile,the loosening zone becomes wider and the arching effect is weakened with the reduction of peak horizontal stress and the increase of vertical stress above the tunnel.Based on the numerical results,a pseudo-static method was introduced into the limit equilibrium analysis of the wedge-prism model for calculating the LSP under vibration.With an error rate less than 5.2%,the proposed analytical method is well validated.Further analytical calculation reveals that the LSP would increase with the growth of vibration amplitude,vibration frequency and covered depth but decrease with the increase of friction angle.This study can not only lay a solid foundation for the further investigation of ground loss,ground water and soft-hard heterogeneous ground under cutterhead vibration,but also provide meaningful references for the control of environmental disturbance in practice.

关 键 词：Cutterhead vibration Tunnel face stability Discrete element method Pseudo-static method 

分 类 号：U45[建筑科学—桥梁与隧道工程]