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    Analysis on Large-Strain Nonlinear Consolidation of PVD-Improved Soft Soils with Non-Darcian Flow Considering Variable Well Resistance and Vacuum Pressure 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 002:;page 04023278-1
    Author(s): Chuanxun Li; Kuo Li
    Publisher: ASCE
    Abstract: The deviation of water seepage from Darcy’s law has been verified in soft soils with high compressibility. Consolidation behaviors of prefabricated vertical drains (PVD)-improved soft soils caused by non-Darcian flow have ...
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    Numerical Solution for Nonlinear Consolidation of Composite Foundations with Impervious Piles Based on Hansbo’s Flow 

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 004:;page 04025047-1
    Author(s): Kuo Li; Mengmeng Lu; Jinxin Sun; Kang Yang; Xiusong Shi
    Publisher: American Society of Civil Engineers
    Abstract: In composite foundations, impervious piles function as vertical reinforcement, significantly enhancing the bearing capacity of the foundation. However, compared to granular material piles, the drainage path in composite ...
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    Passive Deformation Analysis of Human Leukocytes 

    Source: Journal of Biomechanical Engineering:;1988:;volume( 110 ):;issue: 001:;page 27
    Author(s): Cheng Dong; Kuo-Li Paul Sung; G. W. Schmid-Schönbein; Shu Chien; R. Skalak
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The following analysis presents an experimental and theoretical study of the passive viscoelastic behavior of human leukocytes. Individual neutrophils in EDTA were observed both during their partial ...
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