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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Main Authors: Fadzil, Mat Yahaya, Namdar, Abdoullah
Format: Article
Language:English
Published: Electronic Journal of Geotechnical Engineering 2014
Subjects:
Online Access:http://umpir.ump.edu.my/id/eprint/5951/
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
id ump-5951
recordtype eprints
spelling ump-59512015-03-03T09:27:25Z http://umpir.ump.edu.my/id/eprint/5951/ Recent Advances on Study of Liquefaction and Time to Failure of Sandy Subsoil Fadzil, Mat Yahaya Namdar, Abdoullah TA Engineering (General). Civil engineering (General) 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 liquefaction in sandy subsoil. The characteristics of dynamic force along with the mechanical properties of soil are responsible for magnitude of dynamic liquefaction and time to failure of soil . In this paper, the effect of dynamic force propagation and dynamic pore water pressure on liquefied sand in associate to soil mechanical properties has been evaluated. To mitigate differential settlement of footing, a simple sandy semi-confined column has been proposed. The outcome of study has been revealed near realistic behavior of liquefaction and time to failure of footing. Electronic Journal of Geotechnical Engineering 2014 Article PeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/5951/1/fkasa-2-14-fadzil-Recent_Advances_EJGE.pdf Fadzil, Mat Yahaya and Namdar, Abdoullah (2014) Recent Advances on Study of Liquefaction and Time to Failure of Sandy Subsoil. The Electronic Journal of Geotechnical Engineering (EJGE), 19. pp. 1501-1517. ISSN 1089-3032 http://www.ejge.com/2014/Ppr2014.147ma.pdf
repository_type Digital Repository
institution_category Local University
institution Universiti Malaysia Pahang
building UMP Institutional Repository
collection Online Access
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Fadzil, Mat Yahaya
Namdar, Abdoullah
Recent Advances on Study of Liquefaction and Time to Failure of Sandy Subsoil
description 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 liquefaction in sandy subsoil. The characteristics of dynamic force along with the mechanical properties of soil are responsible for magnitude of dynamic liquefaction and time to failure of soil . In this paper, the effect of dynamic force propagation and dynamic pore water pressure on liquefied sand in associate to soil mechanical properties has been evaluated. To mitigate differential settlement of footing, a simple sandy semi-confined column has been proposed. The outcome of study has been revealed near realistic behavior of liquefaction and time to failure of footing.
format Article
author Fadzil, Mat Yahaya
Namdar, Abdoullah
author_facet Fadzil, Mat Yahaya
Namdar, Abdoullah
author_sort Fadzil, Mat Yahaya
title Recent Advances on Study of Liquefaction and Time to Failure of Sandy Subsoil
title_short Recent Advances on Study of Liquefaction and Time to Failure of Sandy Subsoil
title_full Recent Advances on Study of Liquefaction and Time to Failure of Sandy Subsoil
title_fullStr Recent Advances on Study of Liquefaction and Time to Failure of Sandy Subsoil
title_full_unstemmed Recent Advances on Study of Liquefaction and Time to Failure of Sandy Subsoil
title_sort recent advances on study of liquefaction and time to failure of sandy subsoil
publisher Electronic Journal of Geotechnical Engineering
publishDate 2014
url http://umpir.ump.edu.my/id/eprint/5951/
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
first_indexed 2023-09-18T22:01:24Z
last_indexed 2023-09-18T22:01:24Z
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