Cyclic stress-controlled tests on offshore clay

clay soil; cyclic loading; loading test; overconsolidation; pore pressure; shear strength; shear test; soil mechanics; stress; Malaysia

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Bibliographic Details
Main Authors: Thian S.Y., Lee C.Y.
Other Authors: 56285179400
Format: Article
Published: Chinese Academy of Sciences 2023
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Institution: Universiti Tenaga Nasional
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spelling my.uniten.dspace-232742023-05-29T14:39:00Z Cyclic stress-controlled tests on offshore clay Thian S.Y. Lee C.Y. 56285179400 57193686383 clay soil; cyclic loading; loading test; overconsolidation; pore pressure; shear strength; shear test; soil mechanics; stress; Malaysia One of the main concerns in cyclic behavior of soft clay is gradual degradation with the progression of loading cycle. A series of cyclic constant-volume direct simple shear (CDSS) loading tests was performed on Malaysia offshore clay to study its undrained degradation. The testing program consists of stress-controlled tests with cyclic shear ratio ranging from 0.34 to 0.83 at different overconsolidation ratios (OCRs). For a given cyclic stress ratio in stress-controlled tests, the accumulated cyclic strain and pore water pressure increase with elevated number of cycles. In heavily overconsolidated clay specimens, the negative cyclic pore water pressure is generated followed by positive cyclic pore water pressure as cyclic tests progress. The post-cyclic strength of offshore clay specimens is reduced by undrained cyclic stress-controlled loading. � 2017 Institute of Rock and Soil Mechanics, Chinese Academy of Sciences Final 2023-05-29T06:39:00Z 2023-05-29T06:39:00Z 2017 Article 10.1016/j.jrmge.2016.06.013 2-s2.0-85015803251 https://www.scopus.com/inward/record.uri?eid=2-s2.0-85015803251&doi=10.1016%2fj.jrmge.2016.06.013&partnerID=40&md5=c7541da00a05126c7185f8a716d5d922 https://irepository.uniten.edu.my/handle/123456789/23274 9 2 376 381 All Open Access, Gold Chinese Academy of Sciences Scopus
institution Universiti Tenaga Nasional
building UNITEN Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Tenaga Nasional
content_source UNITEN Institutional Repository
url_provider http://dspace.uniten.edu.my/
description clay soil; cyclic loading; loading test; overconsolidation; pore pressure; shear strength; shear test; soil mechanics; stress; Malaysia
author2 56285179400
author_facet 56285179400
Thian S.Y.
Lee C.Y.
format Article
author Thian S.Y.
Lee C.Y.
spellingShingle Thian S.Y.
Lee C.Y.
Cyclic stress-controlled tests on offshore clay
author_sort Thian S.Y.
title Cyclic stress-controlled tests on offshore clay
title_short Cyclic stress-controlled tests on offshore clay
title_full Cyclic stress-controlled tests on offshore clay
title_fullStr Cyclic stress-controlled tests on offshore clay
title_full_unstemmed Cyclic stress-controlled tests on offshore clay
title_sort cyclic stress-controlled tests on offshore clay
publisher Chinese Academy of Sciences
publishDate 2023
_version_ 1806428224230522880