›› 2006, Vol. 27 ›› Issue (S1): 1156-1160.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Suggested method for deformability test of layered rock masses

LI Di，ZHANG Man，WANG Zhi-wang   

  1. Yangtze River Scientific Research Institute, Wuhan, 430010，China
  • Received:2006-01-01 Published:2006-12-15

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Abstract: Traditional plate bearing test of rock mass deformability is based on homogeneous semi-infinite rock mass and Boussinesq formula under centralized force. It can only obtain a synthetic (or equivalent) elastic(or deformability)modulus. The modulus of soft and thin seam(or fault) in rockmasses can not be measured individually. Hence, suggested layered rockmass plate bearing test is not only necessary but also important. According to this test, the rlastic modulus of every layer of rockmasses can be determined using elastic moduli calculation of divided layers .The principle and process, calculation method and application example are presented.

Key words: elastic modulus of Iayered rockmass, bearing plate, deformability test, combined calculation of divided layers

CLC Number: 

  • TV 223.1
  • 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.
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