Recent Advances on Study of Liquefaction and Time to Failure of Sandy Subsoil

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Recent Advances on Study of Liquefaction and Time to Failure of Sandy Subsoil

The unacceptable nonlinear force on subsoil results in unallowable settlement, deformation and failure of soil foundation. The simulation of dynamic force propagation in saturated sand has been done by several researchers. The dynamic force induces pore water pressure and causes dynamic liquefacti...

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Bibliographic Details
Main Authors:	Fadzil, Mat Yahaya, Namdar, Abdoullah
Format:	Article
Language:	English
Published:	Electronic Journal of Geotechnical Engineering 2014
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/5951/ http://umpir.ump.edu.my/id/eprint/5951/1/fkasa-2-14-fadzil-Recent_Advances_EJGE.pdf

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