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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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    Vertical Bearing Capacity of Foundations with Large Embedment Depth in Normally Consolidated Clay 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2022:;Volume ( 148 ):;issue: 011:;page 06022012
    Author(s): Mengxi Tan; Yunfei Li; Ping Yi; Jun Liu
    Publisher: ASCE
    Abstract: Foundation bearing capacity has been well studied in homogeneous soil under a condition of embedment depth within five times the foundation effective characteristic length. However, the penetration depth of deep-sea anchoring ...
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