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    Behavior of Slopes under Multiple Adjacent Footings and Buildings 

    Source: International Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 007
    Author(s): Raj Dhiraj;Singh Yogendra;Kaynia Amir M.
    Publisher: American Society of Civil Engineers
    Abstract: This article examines the response of soil slopes under adjacent embedded strip foundations, subjected to increasing vertical load due to the gravity load of buildings. The study also considers slopes under closely spaced ...
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    Seismic Bearing Capacity of Strip Foundation Embedded in c-ϕ Soil Slope 

    Source: International Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 007
    Author(s): Raj Dhiraj;Singh Yogendra;Shukla Sanjay K.
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, seismic bearing capacity factors for shallow strip foundations embedded in homogeneous c-ϕ soil slopes are presented. A numerical study is performed using finite-element limit analysis (FELA) with lower bound ...
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    Effect of Asymmetric Infills on Seismic Performance of Reinforced Concrete Frame Buildings 

    Source: Natural Hazards Review:;2026:;Volume ( 027 ):;issue: 001:;page 04025069-1
    Author(s): Sharma, Mayank; Singh, Yogendra; Burton, Henry V.
    Publisher: American Society of Civil Engineers
    Abstract: AbstractUnreinforced masonry (URM) infills are widely used as partitions in reinforced concrete (RC) buildings. The torsion due to asymmetric placement of infills is often unnoticed because the stiffness and strength of ...
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    Structural Design of Well Foundations on Slopes for Static and Seismic Conditions Considering V–H–M Interaction 

    Source: International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 003:;page 04025374-1
    Author(s): Srivastava, Aman; Singh, Yogendra; Bhattacharya, Subhamoy
    Publisher: American Society of Civil Engineers
    Abstract: Abstract In this study, design forces in well foundations located on flat and sloping terrains were evaluated under the application of combined vertical (V), horizontal (H), and moment (M) loading. The distribution of ...
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