›› 2006, Vol. 27 ›› Issue (1): 93-98.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Experimental study on breaking process of prismatic structural bodies

LIU En-long, SHEN Zhu-jiang, CHEN Tie-lin   

  1. Department of Hydraulic and Hydropower Engineering, Tsinghua University, Beijing 100084, China
  • Received:2004-06-18 Online:2006-01-10 Published:2013-10-31

Abstract: In order to explain the failure and breakage mechanisms of structural geological materials, the plane strain compression tests of the samples of prismatic structural bodies assembled in two different patterns are conducted under different confining stresses. During the breaking process of structural bodies, it is found experimentally that the main failure modes of structural bodies are splitting, shear failure and crushing, but finally the breakage bands form; while the confining stress increases, strain softening gradually turns to be strain hardening; when the lateral stress is low, strain softening and volume expansion and lateral extrusion can be observed; however, when the lateral stress is high, strain hardening, volume contraction and lateral contraction become prevalent; whatever the confining stress is and which pattern the structural bodies are assembled by, the rotation of the structural bodies is hardly observed.

Key words: prismatic structural bodies, plane strain compression tests, breaking process, breakage bands

CLC Number: 

  • TU 45
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] ZHU Zhi-heng,YANG Jun-sheng,DONG Hui. Multiparameter back analysis of surface movement induced by double tube tunneling[J]. , 2010, 31(1): 293 -298 .
[2] GAO Yang, ZHANG Qing-song, XU Bang-shu, LI Wei. Study of mining roof abutment pressure distribution law and affecting factors under sea[J]. , 2010, 31(4): 1309 -1313 .
[3] XIN Hai-li,SUN Qi-cheng,LIU Jian-guo,JIN Feng. Evolution of force chains in a granular assembly based on indentation test[J]. , 2009, 30(S1): 88 -92 .
[4] ZHAO Yue-tang, LIN Jia-wei, SHI Lei. Research of spalling under impulse loading[J]. , 2011, 32(S2): 122 -126 .
[5] YUAN Jing-qiang , CHEN Wei-zhong , TAN Xian-jun , WANG Hui. Mesomechanical simulation of grouting in weak strata[J]. , 2011, 32(S2): 653 -659 .
[6] CHEN Pan,WEI Chang-fu,WANG Ji-li,YI Pan-pan,CAO Hua-feng. Numerical analysis of seepage processes in unsaturated porous media under nearly saturated conditions[J]. , 2012, 33(1): 295 -300 .
[7] SONG Quan-jie , LI Hai-bo , LI Jun-ru , QU Hong-yuan , ZHANG Wei , FU He-dong . Experimental study of dynamic properties of highly weathered granite[J]. , 2013, 34(4): 1031 -1036 .
[8] LIU Xiao ,TANG Hui-ming ,XIONG Cheng-ren . Patterns, problems, and development trends of analysis methods for slope dynamic reliability[J]. , 2013, 34(5): 1217 -1234 .
[9] CHEN Wei-bing , ZHENG Ying-ren , FENG Xia-ting , ZHAO Shang-yi . Study on strength reduction technique considering rheological property of rock and soil medium[J]. , 2008, 29(1): 101 -105 .
[10] ZHANG Meng-xi, LI Gang, FENG Jian-long, HE Xiao-qiang. Coupling analysis of surrounding rocks in double-arch tunnel by FE and BP neural networks[J]. , 2008, 29(5): 1243 -1248 .