Measurements of long-term strength changes due to cyclic loading in Gulf of Mexico clay

Many types of deep-water offshore infrastructure are subject to cyclic movements during their design life. It is acknowledged that cyclic movement in normally consolidated clay causes the undrained strength to decrease through remoulding; but the strength can also recover (through reconsolidation)...

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Bibliographic Details

Main Authors:	Fauzan, Sahdi, Joe G., Tom, Noor, Laham, Phil, Watson, Fraser, Bransby, Christophe, Gaudin
Format:	Proceeding
Language:	en
Published:	2020
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://ir.unimas.my/id/eprint/45975/1/Measurements%20of%20long-term%20strength%20-%20Copy.pdf http://ir.unimas.my/id/eprint/45975/ https://www.issmge.org/publications/publication/measurements-of-long-term-strength-changes-due-to-cyclic-loading-in-gulf-of-mexico-clay
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