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Transition Zone in Bearing Capacity Problem from Plasticity Method, Discrete Element Method and Laboratory Tests
《Advances in Geoscience》2018年第1期1-21,共21页Li N. Cheng Y. M. Ivan W.H. Fung 
In this paper, the classical bearing capacity problem and the logspiral transition zone are re-considered from a continuum plasticity approach as well as discrete element approach. In the discrete element approach, th...
关键词:BEARING capacity slip-line DISCRETE element logspiral ZONE failure mechanism 
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