›› 1979, Vol. 1 ›› Issue (1): 32-53.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

The Interaction Between Confining Rock and Lining in The Viscoelastic-Plastic Rock Media

Zhu Wei-shen   

  1. Institute of Rock and Soil Mechanics, Academia SinicaWuhan, China
  • Online:1979-03-22 Published:2016-11-21

Abstract: This Paper gives an analytical solution of the interaction between confining rock and lining in viscoelastic-plastic rock media for the axia11y symmetrical case ,The complex conditions due to long-term plastic limitation and existence of the deteriorated plastic region are specially considered , It indicates that loading on lining relates to range of plastic region, lining time and a series of physical , mechanical, geometrical factors concerning confining rock and lining , The loading on lining can be determined quantitatively, and the most reasonable lining time is derived. Several calculation examples are given herein .

No related articles found!
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] MA Qing,ZHAO Jun-hai,WEI Xue-ying. Investigation of rock resistant coefficient in rocks around tunnel based on unified strength theory[J]. , 2009, 30(11): 3393 -3398 .
[2] CUI Kai, CHEN Wen-wu, ZHANG Jing-ke, HAN Wen-feng, LIANG Shou-yun. Relationships between microstructure parameters and wind erosion rate of multivariate layered soil in slope[J]. , 2009, 30(9): 2741 -2746 .
[3] TAN Yun-zhi,KONG Ling-wei,GUO Ai-guo,FENG Xin1,WAN Zhi. Discussion on the compaction degree index of subgrade filled with laterite[J]. , 2010, 31(3): 851 -855 .
[4] JIE Ying, TANG Xiao-wei , LUAN Mao-tian. Finite-element free Galerkin coupling method for sand liquefaction-induced deformation[J]. , 2010, 31(8): 2643 -2647 .
[5] HU Ming-jian, WANG Ren, CHEN Zhong-xue, WANG Zhi-bing. Initiation process simulation of debris deposit based on particle flow code[J]. , 2010, 31(S1): 394 -397 .
[6] ZHANG Jian-xin, LIU Shuang-ju, ZHOU Jia-bin. Analysis of influence of foundation pits excavation unloading by top-down method on engineering structures[J]. , 2010, 31(S2): 218 -223 .
[7] LI Shu-cai,XU Bang-shu,DING Wan-tao,ZHANG Qing-song. Weighted function method for minimum rock cover thickness of subsea tunnel[J]. , 2009, 30(4): 989 -996 .
[8] LI Guo-yu,YU Wen-bing,MA Wei,QI Ji-lin,JIN Hui-jun,SHENG Yu. Experimental study of characteristics of frost and salt heaves of saline highway foundation soils in seasonally frozen regions in Gansu Province[J]. , 2009, 30(8): 2276 -2280 .
[9] LIU Yang, ZHAO Ming-jie. Theoretical model research on relationship between ultrasonic and stress of rock based on fractals and damage theory[J]. , 2009, 30(S1): 47 -52 .
[10] ZHANG Jun-hui. Analysis of deformation behavior of expressway widening engineering under different foundation treatments[J]. , 2011, 32(4): 1216 -1222 .