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    Laboratory Modeling of Vibro‐Driven Piles 

    Source: Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 008
    Author(s): Michael W. O'Neill; Cumaraswamy Vipulanandan; Daniel Wong
    Publisher: American Society of Civil Engineers
    Abstract: TO better understand the factors influencing the driveability and bearing capacity of vibro‐driven piles, a large‐scale laboratory study was performed. The testing system consisted of a pressure chamber to simulate in situ ...
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    Behavior of Vibro‐Driven Piles in Sand 

    Source: Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 008
    Author(s): Cumaraswamy Vipulanandan; Daniel Wong; Michael W. O'Neill
    Publisher: American Society of Civil Engineers
    Abstract: Methods available for estimating the bearing capacity of piles installed with vibratory drivers are inadequate and do not explicitly incorporate important variables, such as soil parameters and in situ stresses. The influence ...
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