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    Analysis of Excavation Support Systems Considering the Influence of Saturated and Unsaturated Soil Conditions 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2022:;Volume ( 148 ):;issue: 006:;page 04022034
    Author(s): Maha Saleh; Sai K. Vanapalli
    Publisher: ASCE
    Abstract: A well-established framework for the design of excavation support systems (ESSs) is not available in the literature. Several guidelines that have evolved from engineering practice are conventionally used in the design of ...
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    Numerical Studies of Foundation Behavior Subjected to Combined Loading Considering Hydrostatic and Transient Flow Conditions in Unsaturated Soils 

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 001:;page 04024316-1
    Author(s): Mengxi Tan; Sai K. Vanapalli
    Publisher: American Society of Civil Engineers
    Abstract: Conventional soil mechanics are widely used for investigating shallow foundation behavior when subjected to vertical, inclined, and eccentric loading. However, few studies in the literature focus on the behavior of foundations ...
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    Prediction of the End-Bearing Capacity of Axially Loaded Piles in Saturated and Unsaturated Soils Based on the Stress Characteristics Method 

    Source: International Journal of Geomechanics:;2023:;Volume ( 023 ):;issue: 007:;page 04023104-1
    Author(s): Xinting Cheng; Sai K. Vanapalli
    Publisher: ASCE
    Abstract: This study proposed an analytical approach for predicting the end-bearing capacity of driven piles that are subjected to axial loads in saturated and unsaturated soils. This is a generalized approach in which the stress ...
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    Numerical Studies of Foundation Behavior Subjected to Combined Loading Considering Hydrostatic and Transient Flow Conditions in Unsaturated Soils 

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 001:;page 04024316-1
    Author(s): Mengxi Tan; Sai K. Vanapalli
    Publisher: American Society of Civil Engineers
    Abstract: Conventional soil mechanics are widely used for investigating shallow foundation behavior when subjected to vertical, inclined, and eccentric loading. However, few studies in the literature focus on the behavior of foundations ...
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    Influence of Lateral Swelling Pressure on the Geotechnical Infrastructure in Expansive Soils 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2017:;Volume ( 143 ):;issue: 006
    Author(s): Yunlong Liu; Sai K. Vanapalli
    Publisher: American Society of Civil Engineers
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    Closure to “State-of-the-Art: Prediction of Resilient Modulus of Unsaturated Subgrade Soils” by Zhong Han and Sai K. Vanapalli 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 011
    Author(s): Zhong Han; Sai K. Vanapalli
    Publisher: American Society of Civil Engineers
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    State-of-the-Art: Prediction of Resilient Modulus of Unsaturated Subgrade Soils 

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 004
    Author(s): Zhong; Han; Sai K.; Vanapalli
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, equations that were proposed in the literature over the past four decades to estimate or predict the variation of the resilient modulus with respect to soil suction for pavement base-course materials and ...
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    Closure to “Influence of Lateral Swelling Pressure on the Geotechnical Infrastructure in Expansive Soils” by Yunlong Liu and Sai K. Vanapalli 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2018:;Volume ( 144 ):;issue: 007
    Author(s): Liu Yunlong;Vanapalli Sai K.
    Publisher: American Society of Civil Engineers
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    Simple Method for Prediction of the Soil Collapse Behavior due to Wetting 

    Source: International Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 011
    Author(s): Li Ping;Vanapalli Sai K.
    Publisher: American Society of Civil Engineers
    Abstract: It is widely accepted that the results of wetting tests conducted on collapsible soils by reducing matric suction in consecutive steps in the laboratory provide reliable experimental data for interpreting the soil collapse ...
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    Simulating Hydraulic and Mechanical Responses of Unsaturated Expansive Soil Slope to Rainfall: Case Study 

    Source: International Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 006
    Author(s): Qi Shunchao;Vanapalli Sai K.
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents simulation results of the performance of an unsaturated expansive soil slope during artificial rainfall events from a field investigation. The field study, conducted on an intake canal of a major water ...
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