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    Numerical Implementation of Anisotropic Continuum Model for Rock Masses 

    Source: International Journal of Geomechanics:;2008:;Volume ( 008 ):;issue: 002
    Author(s): N. K. Samadhiya; M. N. Viladkar; Moataz A. Al-Obaydi
    Publisher: American Society of Civil Engineers
    Abstract: In this technical note, rock mass has been regarded as an equivalent anisotropic continuum. Constitutive relationships for the rock masses have been derived. The approach aims to capture the overall behavior of the rock ...
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    Three-Dimensional Joint/Interface Element for Rough Undulating Major Discontinuities in Rock Masses 

    Source: International Journal of Geomechanics:;2008:;Volume ( 008 ):;issue: 006
    Author(s): N. K. Samadhiya; M. N. Viladkar; Moataz A. Al-Obaydi
    Publisher: American Society of Civil Engineers
    Abstract: Major civil engineering structures are being constructed now a days in complex geological environment with faults, shear zones, and other major discontinuities. These major discontinuities can cause a variety of problems ...
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    Design of a Rigid Cutoff Wall 

    Source: International Journal of Geomechanics:;2006:;Volume ( 006 ):;issue: 004
    Author(s): A. K. Singh; G. C. Mishra; N. K. Samadhiya; C. S. P. Ojha
    Publisher: American Society of Civil Engineers
    Abstract: A sheet pile cutoff wall simply called cutoff wall is used in almost all types of water retaining structures to reduce the exit gradient at the downstream toe and prevent the chances of sand boiling and piping. In 1954, ...
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