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    CPT-Based Design Method for Axial Capacities of Drilled Shafts and Auger Cast-in-Place Piles 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2021:;Volume ( 147 ):;issue: 008:;page 04021077-1
    Author(s): L. V. Doan; B. M. Lehane
    Publisher: ASCE
    Abstract: The paper presents observations from a newly compiled database of static load tests comprising 68 instrumented drilled shafts and auger cast-in-place piles in sands, sand mixtures, silt mixtures, and clays at 37 sites ...
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    Nonlinear Cone Penetration Test-Based Method for Predicting Footing Settlements on Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 003
    Author(s): C. D. O’Loughlin; B. M. Lehane
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents centrifuge data from model footing tests on dry sand, where a high resolution optical displacement measurement technique was employed to record subsurface soil displacements beneath the centerline of ...
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    Discussion of “Examining Setup Mechanisms of Driven Piles in Sand Using Laboratory Model Pile Tests” by Z. Zhang and Y. H. Wang 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 002
    Author(s): J. K. Lim; B. M. Lehane
    Publisher: American Society of Civil Engineers
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    Behavior of Axially Loaded Pile Groups Driven in Clayey Silt 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 003
    Author(s): B. A. McCabe; B. M. Lehane
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a case history describing measurements made during the installation and load testing of groups of five, closely spaced, precast concrete piles in a soft clay-silt. The test results extend the presently ...
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    Evaluation of a Minimum Base Resistance for Driven Pipe Piles in Siliceous Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2002:;Volume ( 128 ):;issue: 003
    Author(s): B. M. Lehane; Mark F. Randolph
    Publisher: American Society of Civil Engineers
    Abstract: This paper provides a rational method for evaluating a realistic lower bound for the base resistance of pipe piles in siliceous sand. Separate expressions are developed to represent the response to load of the pile plug, ...
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    Base Resistance of Jacked Pipe Piles in Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2001:;Volume ( 127 ):;issue: 006
    Author(s): B. M. Lehane; K. G. Gavin
    Publisher: American Society of Civil Engineers
    Abstract: The paper presents the results from an experimental program carried out at Trinity College Dublin, in which instrumented model piles were jacked into loose dry sand in a large testing chamber. A number of pile installations ...
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    Role of Linear Elasticity in Pile Group Analysis and Load Test Interpretation 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 012
    Author(s): Y. F. Leung; K. Soga; B. M. Lehane; A. Klar
    Publisher: American Society of Civil Engineers
    Abstract: This paper compares linear-elastic and nonlinear pile group analysis methods through settlement analyses of hypothetical scenarios and real case studies, and elaborates on the implications for interpretation of pile load ...
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    Uplift Performance of Transmission Tower Foundations Embedded in Clay 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 004
    Author(s): M. J. Rattley; D. J. Richards; B. M. Lehane
    Publisher: American Society of Civil Engineers
    Abstract: The contribution to the uplift stiffness and capacity provided by the clay beneath the base of shallow footings typical in configuration to those employed to support high voltage electricity transmission towers is examined. ...
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    Bearing Capacity and Stiffness of Embedded Circular Footings on Stiff-Over-Soft Clay 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 011
    Author(s): Q. B. Liu; B. M. Lehane; Y. Tian
    Publisher: ASCE
    Abstract: This technical note presents results from a series of undrained load tests performed at model scale on circular embedded footings founded in a two-layered stratigraphy, comprising uniform stiff clay overlying soft clay. ...
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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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