Study of damage localization of loess multi-arch tunnel’s surrounding rock under dynamic construction
|更新时间:2026-06-25
|
Study of damage localization of loess multi-arch tunnel’s surrounding rock under dynamic construction
Vol. 33, Issue 2, (2012)
作者机构:
1. 重庆大学 土木工程学院,重庆,400045
2. 重庆大学 山地城镇建设与新技术教育部重点实验室,重庆,400045
3. 后勤工程学院 建筑工程系,重庆,400041
作者简介:
基金信息:
DOI:
CLC:TU43
Online First:14 February 2012,
Published:2012
稿件说明:
移动端阅览
ZHONG Zu-liang, LIU Xin-rong, LIU Yuan-xue, et al. Study of damage localization of loess multi-arch tunnel’s surrounding rock under dynamic construction[J]. 2012, 33(2).
DOI:
ZHONG Zu-liang, LIU Xin-rong, LIU Yuan-xue, et al. Study of damage localization of loess multi-arch tunnel’s surrounding rock under dynamic construction[J]. 2012, 33(2).DOI:
Study of damage localization of loess multi-arch tunnel’s surrounding rock under dynamic construction
In order to study the damage distribution of tunnel’s surrounding rock
firstly
an elastoplastic damage constitutive model of Q2 loess is deduced based on triaxial shear tests and compiled as a user-defined damage model( UDM ) of FLAC3D. Then the conception of surrounding rock damage degree (SRDD) is put forward and compiled into a post-processing module. Based on the first loess multi-arch tunnel of road–Lishi tunnel
the damage position of tunnel’s surrounding rock of two construction schemes is numerically simulated. The research results show that the SRDD and damage localization rules can be simulated well at every excavation step; and it also provides reference for the optimization of tunnel construction scheme. The research results provide a new method for the optimization of tunnel construction scheme and choice of construction scheme.