ANALYSIS OF THE ULTIMATE BEARING CAPACITY OF JOINTED ROCK FOUNDATIONS BY FEM

Deng Chujian; Kong Weixue; Zheng Yingren

doi:10.13204/j.gyjz200512015

Volume 35 Issue 12

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2005 > 35(12): 51-54

Wang Chunwu, Meng Shaoping. ANALYSIS OF LATERAL RESTRAINTS OF PRESTRESSED CONCRETE FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(8): 47-50. doi: 10.13204/j.gyjz200708013

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Deng Chujian, Kong Weixue, Zheng Yingren. ANALYSIS OF THE ULTIMATE BEARING CAPACITY OF JOINTED ROCK FOUNDATIONS BY FEM[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(12): 51-54. doi: 10.13204/j.gyjz200512015

Wang Chunwu, Meng Shaoping. ANALYSIS OF LATERAL RESTRAINTS OF PRESTRESSED CONCRETE FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(8): 47-50. doi: 10.13204/j.gyjz200708013

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ANALYSIS OF THE ULTIMATE BEARING CAPACITY OF JOINTED ROCK FOUNDATIONS BY FEM

doi: 10.13204/j.gyjz200512015

1.
Department of Civil Engineering,Logistical Engineering University Chongqing 400041

Received Date: 2005-06-18
Publish Date: 2005-12-20

Abstract

Abstract

The mechanical properties of the joint can be described by the sandwich model or by contact model in FEM analysis.The ultimate bearing capacity of jointed rock foundations is analyzed by elastic-plastic FEM.The results show the ultimate bearing capacity of jointed rock foundations first deceases and then increases as the obliquity of the joint increases.The strength of the joint affects the ultimate bearing capacity of jointed rock foundations greatly unless the obliquity is too small or too large.The location of the joint also affects the ultimate bearing capacity of jointed rock foundations.In engineering practice, the effects of joint should be considered carefully.
- FEM,
- jointed rock foundation,
- ultimate bearing capacity

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References(6)

References

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李晓红,王成.含节理的岩石地基承载力估算.工程力学,2001(增刊):659～662

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