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寒区隧道围岩变形机理分析初探
引用本文:张全胜,高广运,杨更社,蒲毅彬.寒区隧道围岩变形机理分析初探[J].岩土力学,2007,28(2):307-310.
作者姓名:张全胜  高广运  杨更社  蒲毅彬
作者单位:1. 同济大学 地下建筑与工程系,上海 200092;2. 西安科技大学 建筑与土木工程学院,西安 710054; 3. 中国科学院寒区旱区环境与工程研究所 冻土工程国家重点实验室,兰州 730000;
摘    要:隧道围岩冻胀变形机理是寒区隧道工程常见的问题之一。首先评述了国内外现有关于寒区隧道冻胀机理的几种解释,然后对采自西部某寒区岩样进行饱水冻结,通过CT扫描技术观察了岩体内部细观结构变化、水分迁移,发现了围岩冻结后发生收缩的现象,从细观角度研究了岩体的冻胀和收缩机理,完善和补充了围岩冻胀机理假说。

关 键 词:寒区隧道  围岩  冻结  CT扫描  损伤力学  
文章编号:1000-7598-(2007)02-0307-05
收稿时间:2005-06-28
修稿时间:2005-06-282005-10-11

A study of freezing deformation of tunnel surrounding rock in cold region
ZHANG Quan-sheng,GAO Guang-yun,YANG Geng-she,PU Yi-bin.A study of freezing deformation of tunnel surrounding rock in cold region[J].Rock and Soil Mechanics,2007,28(2):307-310.
Authors:ZHANG Quan-sheng  GAO Guang-yun  YANG Geng-she  PU Yi-bin
Institution:1. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China; 2. College of Architecture and Civil Engineering, Xi’an University of Science & Technology, Xi’an 710054, China; 3. State Key Laboratory of Frozen Soil Engineering, Cold And Arid Environmental Research Institute,CAS, Lanzhou 730000, China
Abstract:As is known to all that the freezing-heaving mechanism of tunnel surrounding rock is a common problem of the tunnel in the cold region. Firstly, the several existent theories about freezing-heaving mechanism are introduced and evaluated. Secondly, the freezing experiment of rock sample is mode; after saturated, the rock samples from a cold region in West China. The CT scanning technology is applied to measure the meso-structure change of rock sample and the water transfer within the sample. The shrinkage phenomenon in volume has been found after the rock sample frozen. Finally, the freezing-heaving mechanism of tunnel surrounding rock is studied, which is believable to be helpful to the tunnel in the cold region.
Keywords:tunnel in the cold region  surrounding rock  freezing  CT scanning  damage mechanics
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