NDLI: Design of suction piles for offshore applications

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Design of suction piles for offshore applications

Content Provider	Scilit
Author	Jostad, Hans Petter Andersen, Knut H.
Copyright Year	2021
Description	This chapter considers geotechnical analyses of the installation and undrained holding capacity of conventional suction piles or suction anchors in clay. Equations for calculation of penetration resistance and required and allowable suction that may be used to study the behavior of a suction pile during installation into seabed containing clay layers are first presented. Then, a set of equations that can be used to calculate the holding capacity of a suction pile during undrained loading when loaded at the optimum loading point is presented. In addition, different aspects such as soil plug heave, effect of internal stiffeners during installation, and effects of a potential tension gap at the back of the suction pile, nonoptimal loading point or overturning moment, time-dependent set-up after installation, tilt, and misorientation are briefly discussed together with relevant references for more detailed information. To be complete, also equations for transferring the chain load given at seabed down to the load attachment point at the pile (pad-eye) are given. Book Name: Analysis of Pile Foundations Subject to Static and Dynamic Loading
Related Links	https://api.taylorfrancis.com/content/chapters/edit/download?identifierName=doi&identifierValue=10.1201/9780429354281-4&type=chapterpdf
Ending Page	129
Page Count	23
Starting Page	107
DOI	10.1201/9780429354281-4
Language	English
Publisher	Informa UK Limited
Publisher Date	2021-07-30
Access Restriction	Open
Subject Keyword	Book Name: Analysis of Pile Foundations Subject To Static and Dynamic Loading Suction Pile Installation Equations Behavior Loading Undrained Holding
Content Type	Text
Resource Type	Chapter

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