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Modified Shear Displacement Method for Analysis of Piles in Unsaturated Expansive Soils Considering Influence of Environmental Factors

  • Liu Y
  • Vanapalli S
International Journal of Geomechanics (2022) 22(6)
DOI: 10.1061/(asce)gm.1943-5622.0002320
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Abstract

AbstractPile foundations are widely used in regions with expansive soils to transfer the loads from superstructures to a rigid soil stratum, thereby alleviating stability and deformation problems. ...

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Liu, Y., & Vanapalli, S. K. (2022). Modified Shear Displacement Method for Analysis of Piles in Unsaturated Expansive Soils Considering Influence of Environmental Factors. International Journal of Geomechanics, 22(6). https://doi.org/10.1061/(asce)gm.1943-5622.0002320

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