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    Axial Capacity of Offshore Piles in Dense North Sea Sands 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1998:;Volume ( 124 ):;issue: 002
    Author(s): R. J. Jardine; R. F. Overy; F. C. Chow
    Publisher: American Society of Civil Engineers
    Abstract: After describing the predominantly dense sand site conditions encountered in the Leman field of the southern North Sea, attention is focused on a 38.1-m long, 660-mm-diameter steel pipe conductor driven from the Leman BD ...
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    Undrained Cyclic Response of K0–Consolidated Stiff Cretaceous Clay under Wheel Loading Conditions 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2021:;Volume ( 147 ):;issue: 008:;page 04021078-1
    Author(s): K. Pan; X. M. Liu; Z. X. Yang; R. J. Jardine; Y. Q. Cai
    Publisher: ASCE
    Abstract: Optimal whole life design for railways, highways, runways, and metro lines requires an accurate assessment of how their underlying geomaterials respond to large numbers of wheel-loading cycles. This paper presents an ...
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    Large-Deformation Finite-Element Simulation of Deformation and Strain Fields Resulting from Closed-End Displacement Pile Installation in Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2023:;Volume ( 149 ):;issue: 006:;page 04023038-1
    Author(s): S. Fu; Z. X. Yang; R. J. Jardine; N. Guo
    Publisher: American Society of Civil Engineers
    Abstract: Displacement piles are driven to support a wide range of structures. However, analysis of the stress and strain fields developed during their installation remains one of the most challenging problems in geotechnical ...
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    Closure to “Undrained Cyclic Response of K0-Consolidated Stiff Cretaceous Clay under Wheel Loading Conditions” by K. Pan, X. M. Liu, Z. X. Yang, R. J. Jardine, and Y. Q. Cai 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2022:;Volume ( 148 ):;issue: 010:;page 07022031
    Author(s): K. Pan; X. M. Liu; Z. X. Yang; R. J. Jardine; Y. Q. Cai
    Publisher: ASCE
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    Mechanisms of Shaft Friction in Sand from Instrumented Pile Tests 

    Source: Journal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 001
    Author(s): B. M. Lehane; R. J. Jardine; A. J. Bond; R. Frank
    Publisher: American Society of Civil Engineers
    Abstract: Comprehensive measurements of the effective stresses developed during the installation, equalization, and load testing of displacement piles in a loose to medium dense quartz sand are presented. The results shed new light ...
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    Effects of Time on Capacity of Pipe Piles in Dense Marine Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1998:;Volume ( 124 ):;issue: 003
    Author(s): F. C. Chow; R. J. Jardine; F. Brucy; J. F. Nauroy
    Publisher: American Society of Civil Engineers
    Abstract: Investigations into pile behavior in dense marine sand have been performed by the Institut Français du Pétrole and Imperial College at Dunkirk, northern France. In the most recent series of tests, strain-gauged, open-ended ...
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    Closure to “Effects of Time on Capacity of Pipe Piles in Dense Marine Sand” by F. C. Chow, R. J. Jardine, F. Brucy, and J. F. Nauroy 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 011
    Author(s): F. C. Chow; R. J. Jardine; F. Brucy; J. F. Nauroy
    Publisher: American Society of Civil Engineers
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    Effects of Time on Capacity of Pipe Piles in Dense Marine Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 011
    Author(s): John A. Focht; F. C. Chow; R. J. Jardine; F. Brucy; J. F. Nauroy
    Publisher: American Society of Civil Engineers
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    Closure to “<i>Mechanisms of Shaft Friction in Sand from Instrumented Pile Tests</i>” by B. M. Lehane, R. J. Jardine, A. J. Bond, and R. Frank (January, 1993, Vol. 119, No. 3) 

    Source: Journal of Geotechnical Engineering:;1994:;Volume ( 120 ):;issue: 008
    Author(s): B. M. Lehane; R. J. Jardine; A. J. Bond; R. Frank
    Publisher: American Society of Civil Engineers
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    Field Behavior of Driven Prestressed High-Strength Concrete Piles in Sandy Soils 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2015:;Volume ( 141 ):;issue: 006
    Author(s): Z. X. Yang; W. B. Guo; F. S. Zha; R. J. Jardine; C. J. Xu; Y. Q. Cai
    Publisher: American Society of Civil Engineers
    Abstract: Driven piles are used widely both offshore and onshore. However, accurate axial capacity and load-displacement prediction is difficult at sand-dominated sites, and offshore practice is moving towards cone penetration test ...
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