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    Numerical Simulation on Damage and Failure of Brittle Rocks under Different Confining Pressures 

    Source: International Journal of Geomechanics:;2003:;Volume ( 003 ):;issue: 002
    Author(s): Z. H. Chen; L. G. Tham; M. R. Yeung; P. K. K. Lee
    Publisher: American Society of Civil Engineers
    Abstract: A numerical analysis has been conducted to evaluate the effect of confining pressure on the damage evolution and the fracture process of brittle rock materials by using the rock failure process analysis code
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    Failure Process of Granite 

    Source: International Journal of Geomechanics:;2003:;Volume ( 003 ):;issue: 001
    Author(s): L. Li; P. K. K. Lee; Y. Tsui; L. G. Tham; C. A. Tang
    Publisher: American Society of Civil Engineers
    Abstract: The initiation, development, and coalescence of cracks when a rock specimen is loaded have been studied by various researchers. The current consensus is that such complex process is however not yet fully understood. In the ...
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    Two-Stepped Evolutionary Algorithm and Its Application to Stability Analysis of Slopes 

    Source: Journal of Computing in Civil Engineering:;2004:;Volume ( 018 ):;issue: 002
    Author(s): C. X. Yang; L. G. Tham; X. T. Feng; Y. J. Wang; P. K. K. Lee
    Publisher: American Society of Civil Engineers
    Abstract: Based on genetic algorithm and genetic programming, a new evolutionary algorithm is developed to evolve mathematical models for predicting the behavior of complex systems. The input variables of the models are the property ...
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