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    Spectral-Based Peak-Shear-Strength Criterion for Rock Joints 

    Source: Journal of Geotechnical Engineering:;1995:;Volume ( 121 ):;issue: 011
    Author(s): P. H. S. W. Kulatilake; G. Shou; T. H. Huang
    Publisher: American Society of Civil Engineers
    Abstract: In general, roughness profiles of rock joints consist of nonstationary and stationary components. At the simplest level, only one parameter is necessary to quantify nonstationary joint roughness. To capture the nonstationary ...
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