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    Undrained Cavity-Contraction Analysis for Prediction of Soil Behavior around Tunnels 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 005
    Author(s): Pin-Qiang Mo; Hai-Sui Yu
    Publisher: American Society of Civil Engineers
    Abstract: The cavity-contraction method has been used for decades for the design of tunneling and prediction of ground settlement by modeling the cavity-unloading process from an in situ stress state. Analytical solutions of undrained ...
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    Interpretation of Cone Penetration Test Data in Layered Soils Using Cavity Expansion Analysis 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2017:;Volume ( 143 ):;issue: 001
    Author(s): Pin-Qiang Mo; Alec M. Marshall; Hai-Sui Yu
    Publisher: American Society of Civil Engineers
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    Drained Cavity Expansion–Contraction in CASM and Its Application for Pressuremeter Tests in Sands 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2024:;Volume ( 150 ):;issue: 009:;page 04024073-1
    Author(s): Guo-Yao Li; Pin-Qiang Mo; Zhao Lu; Ran Yuan; He Yang; Hai-Sui Yu
    Publisher: American Society of Civil Engineers
    Abstract: The contraction behavior of monotonically expanded cavities is intriguing as it offers insights into certain geotechnical scenarios, especially for pressuremeter tests, where the unloading data is equally informative as ...
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    Cavity Expansion–Contraction-Based Method for Tunnel–Soil–Pile Interaction in a Unified Clay and Sand Model: Drained Analysis 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 005:;page 04021055-1
    Author(s): Pin-Qiang Mo; Alec M. Marshall; Yong Fang
    Publisher: ASCE
    Abstract: This paper proposes an analytical method based on drained solutions of cavity expansion and contraction in a unified clay and sand model to investigate tunnel–soil–pile interactions. Cavity expansion analyses are used to ...
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