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《Underground Space》 1993-01
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Time Dependent Deformational Pressure of Surrounding Rock on Circular Tunnel Liner

Zhou Depei  
In this paper based on theoretical analyses and model tests, the following results are obtained, the deformational pressure of su rrounding rock on the tunnel liners is obviously time, dependent. While choosing lining time. the main creep time of the rock material is suggested to be taken into account, The pressure gets higher steadily as the visco-plastic flow region in rock mass expands with the time. The pressure curves of the rock on liner are changed with the time.
【Fund】: 高等学校博士学科点基金
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【Citations】
Chinese Journal Full-text Database 1 Hits
1 Zhu Wei-shen (Institute of Book and Soil Mechanics, Academia Sinica Wuhan, China);STRESS STATE OF ROCK AND LINING IN VISCOELASTIC-PLASTIC ROCK MEDIA[J];Acta Mechanica Sinica;1981-01
【Co-citations】
Chinese Journal Full-text Database 7 Hits
1 FU Zhi-liang~1 NIU XUE-liang~2 NING Wei~3 CUI Xi-hai~2 (1.College of Resource Development and Management Engineering,Anhui University of Science & Technology,Huainan 232001,China; 2.Key Laboratory of Mine Disaster Prevention and Control,College of Resource and Environmental Engineering,Shandong University of Science and Technology,Qingdao 266510,China; 3.Department of Economic Management,Taishan University,Taian 271021,China);Study on Creep Control and Supporting Mechanism of Tertiary Soft Rock Roadways in the Sea[J];Chinese Journal of Underground Space and Engineering;2007-S1
2 Dou Yihua & Tang Juncai (Xian Petroleum Institut) (Sichuan Industrial Institute);ANALSIS OF EXTERNAL PRESSARE ON WELL CASINGS IN VISCOELASTIC BOUNDING ROCKS[J];Petroleum Geology & Oilfield Development in Daqing;1988-04
3 Wang Guifang (Chengdu University of Science and Technology);VISCOELASTIC STRESS ANALYSIS OF CIRCULAR TUNNELS[J];Engineering Mechanics;1990-01
4 Yang Ting-qing Huazhong University of Science and Technology;THE CONSTITUTIVE THEORIES OF ELASTIC-VISCO-PLASTICITY AND THEIR APPLICATIONS[J];Advances In Mechanics;1992-01
5 Jia Li hong (Department of Basic Courses);An Analysis of Viscoelastic Complex of Country Reck and lining[J];Journal Os Southern Institute of Metallurgy;1992-01
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7 Fan Qiuyan$$$$ (Guangxi University, Nanning,530004) Zhu Weishen (Institute of Rock and Soil Mechanics, The Chinese Academy of Sciences, Wuhan,430071);Method of Calculating Optimum Support for Soft Rock[J];CHINESE JOUNAL OF GEOTECHNICAL ENGINEERING;1997-02
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Chinese Journal Full-text Database 10 Hits
1 Bai Shufen;A Study on Reconstruction and Consolidation of Underground Rock Constructions[J];Underground Space;1991-02
2 Zhu Dezhen et al.(169);Principles and Methods of Inverse Analysis for the Displacement from the Pressure of Tunnel Rock[J];UNDERGROUND SPACE;1999-03
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7 ZHU Ku-zhu~1,LI Qing-qi~2 ZHU he-hua~1(1.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China;2.Institute of Hydraulic and Electric Engineering,Wuhan University,Wuhan 430072,China);3-D Visco-elasto-plastic FEM Calculation for the Stability of the Excavation Structure of One Hydropower Station Diversion Tunnel[J];Chinese Journal of Underground Space and Engineering;2005-05
8 YE Yao-dong1,2,ZHU He-hua1,WANG Ru-lu2(1.Tongji University,Shanghai 200092,China;2.Shanghai Metro Operation Co.,Ltd 200031,China);Analysis on the Current Status of Metro Operating Tunnel Damage in Soft Ground and Its Causes[J];Chinese Journal of Underground Space and Engineering;2007-01
9 ZHAO Xu-feng1,WANG Chun-miao2 (1.Department of Geotechnical Engineering,Tongji University,Shanghai 400045,P.R.China 2.College of Civil Engineering,Southeast University,Nanjing 210006,P.R.China);Analysis of Construction Mechanical Behavior for Wushaoling Tunnel F7 Fault[J];Chinese Journal of Underground Space and Engineering;2007-02
10 CAI Xiao-hong~1 CAI Yong-bin~1 CAI Yong-ping~2 GAN Xiao-rong~3 SUN Fu-xue~4 (1.Jiangxi Province Jian City Hydropower Bureau,Jian 343000,China;2.Jiangxi Province Jian City Hydropower Planning and Designing Institute,Jian 343000,China;3.Jiangxi Province Taihe City Hydropower Bureau,Taihe 343700,China;4.School of Civil and Architectural Engineering,Wenzhou University Wenzhou 325035,China);Computation of Elliptic Tunnel under the Combined Action of Two-Dimensional Unequal Adjoining Rock Pressure and Internal Pressure[J];Chinese Journal of Underground Space and Engineering;2008-03
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Chinese Journal Full-text Database 1 Hits
1 WANG Ming-nian1,GUO Jun1,LUO Lu-sen1,2,Yu Yu2,Yang Jian-min2,Tan Zhong-sheng2(1.School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China;2.China Railway Er'yuan Engineering Group Co.Ltd,Chengdu 610031,China;3.School of Civil Engineering and Architecture,Beijing Jiaotong University,Beijing 100044,China);Study of critical buried depth of large cross-section loess tunnel for high speed railway[J];Rock and Soil Mechanics;2010-04
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