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海底隧道围岩抗力系数计算方法研究
引用本文:涂忠仁,孙钧,蔡晓鸿. 海底隧道围岩抗力系数计算方法研究[J]. 岩土工程学报, 2006, 28(8): 1002-1007
作者姓名:涂忠仁  孙钧  蔡晓鸿
作者单位:重庆交通大学;同济大学地下建筑与工程系;吉安市水务局 重庆400074;上海200092;江西吉安343000;
摘    要:针对厦门海底隧道地质条件复杂多变的特点,利用有限环模型结合多种本构关系提出了7种围岩抗力系数K的计算方法,并且通过计算给出了合理的围岩抗力系数取值范围,同时对各计算模型在实际工程中的运用条件作了评价。研究结果表明:采用多种方法、综合考虑多种因素可以减少仅仅通过查阅规范和依靠设计者经验来确定围岩抗力系数的主观误差。

关 键 词:海底隧道  围岩抗力系数  有限环模型  地质模型概化  
文章编号:1000-4548(2006)08-1002-06
收稿时间:2005-06-20
修稿时间:2005-06-20

Researches on calculation methods of rock resistant coefficients of submarine tunnels
TU Zhong-ren,SUN Jun,CAI Xiao-hong. Researches on calculation methods of rock resistant coefficients of submarine tunnels[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(8): 1002-1007
Authors:TU Zhong-ren  SUN Jun  CAI Xiao-hong
Affiliation:1.Department of River Ocean Engineering Chongqing Jiaotong University Chongqing 400074 China 2.Department of Geotechnical Engineering Tongji University Shanghai 200092 China 3.Ji’an Water Authority Ji’an 343000 China
Abstract:Considering the complexity of geological conditions for the Xiamen submarine tunnel, seven calculation methods were deduced to determine the rock resistant coefficients by use of the finite ring model, and reasonable range for rock resistant coefficients was provided too, together with the applicability of these seven methods respectively. It was indicated that comprehensive consideration could minimize the error in determining the value of rock resistant coefficients.
Keywords:rock resistant coefficient   submarine tunnel   finite ring model   general geology model
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