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Volume 26 Issue 1
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LIU Bo, TAO Longguang, ZHOU Hongwei, Z. Q. YUE, C. F. Lee. Calculation of complete curve of shear resistance for bolted rock joints based on large deformation analysis[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(1): 140-144.
Citation: LIU Bo, TAO Longguang, ZHOU Hongwei, Z. Q. YUE, C. F. Lee. Calculation of complete curve of shear resistance for bolted rock joints based on large deformation analysis[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(1): 140-144.
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Calculation of complete curve of shear resistance for bolted rock joints based on large deformation analysis

  • 1.Department of Civil Engineering China University of Mining Technology Beijing 100083 China 2.Department of Civil Engineering The University of Hong Kong Hong Kong China

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  • Published Date: January 22, 2004
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    • Abstract
  • This paper presents a new analytical model for predicting the localized shear-tensile behavior of a bolt under large deformation based on measuring the displacement of bolted rock joints. The formulation of global resistance of bolted rock joints under shearing-tensile loads is proposed. The theoretical complete curves of bolts contribution on reinforced rock joints as the function of joint displacements (or deformation angle of bolt at rock joints) are obtained, and the validity of the theoretical approach is confirmed by experiment results.
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