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    Block Element Method for the Seismic Stability of Rock Slopes 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 012
    Author(s): Sheng-hong Chen; Weiming Wang; Hui-feng Zheng; Isam Shahrour
    Publisher: American Society of Civil Engineers
    Abstract: The seismic stability analysis of rock slope is implemented using a block element method (BEM) in this paper. Based on the formulations of the matrices of stiffness, mass, and damping, the dynamic governing equation for ...
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    Analysis of Arch Dams Using Coupled Trial Load and Block Element Methods 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 011
    Author(s): Sheng-hong Chen; Ming-yi Xu; Isam Shahrour; Peter Egger
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the use of the trial load method and the block element method with elastoviscoplastic discontinuities for analysis of arch dams. The arch dam is considered as an arch-cantilever system and the foundation ...
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    Analysis of Gravity Dam on a Complicated Rock Foundation Using an Adaptive Block Element Method 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 007
    Author(s): Sheng-hong Chen; Yong-ming Li; Wei-ming Wang; Isam Shahrour
    Publisher: American Society of Civil Engineers
    Abstract: In this Technical Note, the adaptive block element method of rock masses is formulated, in which the elastoplastic characteristics of both rock blocks and discontinuities are taken into account. The concept of an overlay ...
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