Excess pore pressures under cyclically loaded model jack-up foundations

Hsu, Yu Sheng

doi:10.17863/cam.14132

1998

DOI: 10.17863/cam.14132

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Excess pore pressures under cyclically loaded model jack-up foundations

Yu Sheng Hsu¹

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2010

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Cyclic Stiffness Degradation in Nonlinear Jackup Dynamics

Dean¹,

Metters²

2010

SPE Projects, Facilities &Amp; Construction

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SNAME (2002) gives equations to describe degradation of foundation stiffness for jackup spudcans, depending on the size of a load cycle within a yield envelope. Using these and other proposals, this paper develops a simplified dynamic analysis of jackup cyclic response. Under static conditions, a lower-bound collapse load for a pinned foundation can be larger than for an encastré assumption. Under dynamic conditions, important nonlinearity because of stiffness degradation is confirmed. Chaotic dynamic responses may be possible.

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Cyclic Stiffness Degradation in Nonlinear Jackup Dynamics

Dean¹,

Metters²

2010

SPE Projects, Facilities &Amp; Construction

View full text Add to dashboard Cite

show abstract

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Excess pore pressures under cyclically loaded model jack-up foundations

Cited by 1 publication

References 0 publications

Cyclic Stiffness Degradation in Nonlinear Jackup Dynamics

Cyclic Stiffness Degradation in Nonlinear Jackup Dynamics

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