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    Bearing Capacity of Shallow Foundations in Anisotropic Non-Hoek–Brown Rock Masses 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 008
    Author(s): Mahendra Singh; K. Seshagiri Rao
    Publisher: American Society of Civil Engineers
    Abstract: Rocks available for the foundations of civil engineering structures are often jointed and behave anisotropically. This paper presents a method to estimate the ultimate bearing capacity of non-Hoek–Brown rock masses. The ...
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    Closure to “Bearing Capacity of Shallow Foundations in Anisotropic Non-Hoek–Brown Rock Masses” by Mahendra Singh and K. Seshagiri Rao 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 002
    Author(s): Mahendra Singh; K. Seshagiri Rao
    Publisher: American Society of Civil Engineers
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    Seismic Microzonation of the Himalayan Region Considering Site Characterization: Application toward Seismic Risk Assessment for Sustainable Tunneling Projects 

    Source: Natural Hazards Review:;2024:;Volume ( 025 ):;issue: 001:;page 04023052-1
    Author(s): Abdullah Ansari; K. Seshagiri Rao; Arvind K. Jain
    Publisher: ASCE
    Abstract: Infrastructure projects require billions of dollars, but they are destroyed in seconds due to strong ground motions during earthquakes. The disaster mitigation cell of any nation seeks sustainable and resilient infrastructure ...
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    Dynamic Response of Two Extrusive Igneous Rocks Using Split Hopkinson Pressure Bar Test 

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 006:;page 04021133-1
    Author(s): Sunita Mishra; Tanusree Chakraborty; K. Seshagiri Rao
    Publisher: ASCE
    Abstract: In this paper, the stress-strain response of two extrusive volcanic igneous rocks, e.g., compact basalt (CB) and volcanic breccia (VB), under a high rate of loading is studied experimentally and numerically. The dynamic ...
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