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    Influence of Water Content on Shear Strength and Tangential Adhesion Strength of Sand by a Modified Vane Shear Test Device 

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 002:;page 04024341-1
    Author(s): Zhongtian Chen; Yong Fang; Adam Bezuijen
    Publisher: American Society of Civil Engineers
    Abstract: The shear strength of sand is important to the design and modeling of shield tunneling, and the tangential adhesion strength is a key parameter when determining the pressure gradient along the screw conveyor, the clogging ...
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    Design Formulas for Block Revetments 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1996:;Volume ( 122 ):;issue: 006
    Author(s): Adam Bezuijen; Mark Klein Breteler
    Publisher: American Society of Civil Engineers
    Abstract: Design formulas for placed block revetments are evaluated. The various formulas, as published in literature, have a different background or are based on different experiments. Most formulas are based on an analytical ...
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    Data Analysis of Pile Tunnel Interaction 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2015:;Volume ( 141 ):;issue: 012
    Author(s): Tiago Gerheim Souza Dias; Adam Bezuijen
    Publisher: American Society of Civil Engineers
    Abstract: Tunnel construction in interaction with deep foundations is often a matter of concern in urban areas. However, a great deal of uncertainty is still evident in the differences between regulations for minimum tunnel clearance ...
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    Load-Transfer Method for Piles under Axial Loading and Unloading 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2018:;Volume ( 144 ):;issue: 001
    Author(s): Tiago Gerheim Souza Dias; Adam Bezuijen
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents two modifications to the traditional formulation of the load-transfer method; a distinct unloading path is defined for the load-transfer functions, and the displacement variable is modified to consider ...
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    Correction Factor on Dynamic Force in a Marsh Funnel Test for Tunneling 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 009:;page 04022147
    Author(s): Dongzhu Zheng; Adam Bezuijen; Arno Talmon
    Publisher: ASCE
    Abstract: This paper presents an improvement on a previous model for predicting the Marsh funnel (MF) test that is used in slurry shield tunneling for evaluating the rheological properties of bentonite slurries. The improvement ...
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