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高含水粘土层隧道冻结位移场模型试验研究
引用本文:周希圣,郑宜枫.高含水粘土层隧道冻结位移场模型试验研究[J].同济大学学报(自然科学版),2000,28(4).
作者姓名:周希圣  郑宜枫
作者单位:1. 上海隧道工程股份有限公司,上海,200032
2. 同济大学,地下建筑与工程系,上海,200092
基金项目:国家自然科学基金!(59738160)
摘    要:在模型试验的基础上,对高含水量的粘土隧道冻结的地表变形及深部地层的位移进行了研究,得出了隧道冻结位移随温度变化的特性及其分布特点.

关 键 词:人工冻结  模型试验  位移场

Research on Displacement Field of Tunnel Freezing in High Water Clay Based on Simulation Model Test
ZHOU Xi-sheng,ZHENG Yi-feng.Research on Displacement Field of Tunnel Freezing in High Water Clay Based on Simulation Model Test[J].Journal of Tongji University(Natural Science),2000,28(4).
Authors:ZHOU Xi-sheng  ZHENG Yi-feng
Abstract:On the basis of model test, this paper does some research on the surface and deep displacement of the high water clay when artificial freezing method is being used as an aided method in the tunnel construction. After research, the specific property of displacement changing with the temperature and its distribution characteristics is obtained.
Keywords:artificial freezing  model test  displacement field
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