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大断面黄土隧道围岩弹性抗力系数、变形模量与压缩模量试验研究
引用本文:方钱宝,马建林,喻渝,杨建民,王新东. 大断面黄土隧道围岩弹性抗力系数、变形模量与压缩模量试验研究[J]. 岩石力学与工程学报, 2009, 28(Z2): 3932-3937
作者姓名:方钱宝  马建林  喻渝  杨建民  王新东
作者单位:(1. 中国中铁二院工程集团有限责任公司,四川 成都 610031;2. 西南交通大学 土木工程学院,四川 成都 610031;;3. 中铁第一勘察设计院集团有限公司,陕西 西安 710043)
基金项目:铁道部重点课题项目(2005K001-D 
摘    要: 对于高速铁路大断面黄土隧道严格的设计计算而言,黄土隧道围岩的弹性抗力系数、变形模量和压缩模量十分重要。以郑西客运专线大断面黄土隧道工程为依托,利用现场平板载荷试验研究大断面黄土隧道围岩水平方向和拱底竖直方向的弹性抗力系数、变形和压缩模量,并提出与隧道埋深有关的弹性抗力系数、变形和压缩模量的参考计算公式。

关 键 词:岩石力学客运专线黄土隧道弹性抗力系数变形模量压缩模量
收稿时间:2008-07-01
修稿时间:2008-08-26

EXPERIMENTAL RESEARCH ON ELASTIC RESISTANT COEFFICIENT,DEFORMATION AND COMPRESSIVE MODULI OF SURROUNDING ROCK IN LARGE-SECTION LOESS TUNNEL
FANG Qianbao,MA Jianlin,YU Yu,YANG Jianmin,WANG Xindong. EXPERIMENTAL RESEARCH ON ELASTIC RESISTANT COEFFICIENT,DEFORMATION AND COMPRESSIVE MODULI OF SURROUNDING ROCK IN LARGE-SECTION LOESS TUNNEL[J]. Chinese Journal of Rock Mechanics and Engineering, 2009, 28(Z2): 3932-3937
Authors:FANG Qianbao  MA Jianlin  YU Yu  YANG Jianmin  WANG Xindong
Affiliation:(1. China Railway No.2 Engineering Group Co.,Ltd.,Chengdu,Sichuan 610031,China;2. School of Civil Engineering,Southwest Jiaotong University,Chengdu,Sichuan 610031,China;3. China Railway First Survey and Design Institute Group Ltd.,Xi¢an,Shaanxi 710043,China)
Abstract:Elastic resistant coefficient,deformation and compressive moduli of surrounding rock in large-section loess tunnel are very important for design of tunnel. Based on the project of large-section loess tunnels along the new passenger dedicated line(PDL) from Zhengzhou to Xi'an,the elastic resistant coefficients,deformation and compressive moduli of surrounding rock in loess tunnels have been studied horizontally and vertically by plate loading tests. The formulas for these parameters mentioned above which are related to buried depth of tunnel are also provided.
Keywords:rock mechanics  passenger dedicated line(PDL)  loess tunnel  elastic resistant coefficient  deformation modulus  compression modulus
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