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    Punch‐Through Instability of Jack‐Up on Seabed 

    Source: Journal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 004
    Author(s): Edmund C. Hambly
    Publisher: American Society of Civil Engineers
    Abstract: A punch-through failure of a jack-up platform can occur as a result of an overall instability of the structure on the seabed even when the seabed has bearing capacity increasing with depth. The instability is analogous to ...
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    Closure to “<i>Punch‐Through Instability of Jack‐Up on Seabed</i>” by Edmund C. Hambly (April, 1985, Vol. 111, No. 4) 

    Source: Journal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 004
    Author(s): Edmund C. Hambly
    Publisher: American Society of Civil Engineers
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    Overturning Instability 

    Source: Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 004
    Author(s): Edmund C. Hambly
    Publisher: American Society of Civil Engineers
    Abstract: This paper shows how the safety factor against a flexible structure overturning on compressible ground depends not only on the weights and lever arms involved but also on the height of the weights above the ground. A rigid ...
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