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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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    Hyperbolic Cooling Towers with Bulge Imperfections 

    Source: Journal of Engineering Mechanics:;1998:;Volume ( 124 ):;issue: 011
    Author(s): P. N. Godbole; M. N. Viladkar; A. Tankha
    Publisher: American Society of Civil Engineers
    Abstract: Owing to the large expanse of cooling towers, it is not possible to maintain the exact shape of a tower during construction. Alterations in shape also occur due to secondary effects like shrinkage and cracking. These ...
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    Mechanistic Approach for Fiber-Reinforced Flexible Pavements 

    Source: Journal of Transportation Engineering, Part A: Systems:;2008:;Volume ( 134 ):;issue: 001
    Author(s): Satish Chandra; M. N. Viladkar; Prashant P. Nagrale
    Publisher: American Society of Civil Engineers
    Abstract: The present study investigates the benefits of reinforcing the subgrade soils in flexible pavements. Three types of Soils A, B, and C, and one type of polypropylene fiber having aspect ratios of 50, 84, and 100 were selected. ...
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