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    Anisotropic Stiffness and Shear Strength Characteristics of a Stiff Glacial Till 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 012
    Author(s): Tingfa Liu; Emil R. Ushev; Richard J. Jardine
    Publisher: ASCE
    Abstract: Glacial tills are widespread across North America, northern and central Asia, and northern Europe, where they are also found under the Baltic, North, and Norwegian Seas. Their geological and geotechnical characterization ...
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    An Axial Load Transfer Model for Piles Driven in Chalk 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2023:;Volume ( 149 ):;issue: 011:;page 04023107-1
    Author(s): Kai Wen; Stavroula Kontoe; Richard J. Jardine; Tingfa Liu
    Publisher: ASCE
    Abstract: Chalk is encountered under large areas of Northern Europe and other locations worldwide, and a wide range of onshore and offshore structures are founded on piles driven in chalk. The safe and economical design of these ...
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    Assessing Well Drilling Disturbance Effects on Offshore Foundation Piles in Clay 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 009
    Author(s): Felix C. Schroeder; Richard J. Jardine; Nebojsa Kovacevic; David M. Potts
    Publisher: American Society of Civil Engineers
    Abstract: It is widely recognized that hydrocarbon well drilling from offshore platforms affects the surrounding ground. In clays, the level of disturbance can be severe when sections of open well collapse during drilling, impeding ...
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    Optimization of Impact Pile Driving Using Optical Fiber Bragg-Grating Measurements 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 009
    Author(s): Róisín M. Buckley; Ross A. McAdam; Byron W. Byrne; James P. Doherty; Richard J. Jardine; Stavroula Kontoe; Mark F. Randolph
    Publisher: ASCE
    Abstract: This paper reports the use of optical fiber Bragg-grating (FBG) sensors to monitor the stress waves generated below ground during pile driving, combined with measurements using conventional pile driving analyzer (PDA) ...
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