A study on an alluvial clay consolidation indices due to preloading - case study / Abu Bakar Nas'sha'aban Ayeb

A series of consolidation tests is carried out to determine the consolidation characteristics of alluvial clay underlying an area in Pelabuhan Kelang , Selangor D.E. The area was originally a swamp and the existing conditions of the area could be categorised as follows: i) ii) iii) iv) preloaded are...

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主要作者: Ayeb, Abu Bakar Nas'sha'aban
格式: Student Project
语言:English
出版: 1995
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在线阅读:https://ir.uitm.edu.my/id/eprint/99545/1/99545.pdf
https://ir.uitm.edu.my/id/eprint/99545/
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spelling my.uitm.ir.995452024-08-15T03:57:48Z https://ir.uitm.edu.my/id/eprint/99545/ A study on an alluvial clay consolidation indices due to preloading - case study / Abu Bakar Nas'sha'aban Ayeb Ayeb, Abu Bakar Nas'sha'aban Consolidation and merger of corporations A series of consolidation tests is carried out to determine the consolidation characteristics of alluvial clay underlying an area in Pelabuhan Kelang , Selangor D.E. The area was originally a swamp and the existing conditions of the area could be categorised as follows: i) ii) iii) iv) preloaded area for 30 years, reclaimed area for 7 years, land till area for 1 year and swamp. Overburden pressure over the original swamp was estimated between 20 and 30 kPa and water level ranged from 0.70m to 0.90m with tidal effects. The alluvial clay can be classified as silty clay of high plasticity and is normally consolidated. Consolidation test results showed that the preloaded areas were highly compressible with low permeability. Correlations between consolidation indices and preloading duration were acceptable indicating that preloading would reduce settlement. From variation of compression parameters, it is anticipated that differential settlements would occur if existing conditions of the Site are not considered during the design and construction stages. 1995 Student Project NonPeerReviewed text en https://ir.uitm.edu.my/id/eprint/99545/1/99545.pdf A study on an alluvial clay consolidation indices due to preloading - case study / Abu Bakar Nas'sha'aban Ayeb. (1995) [Student Project] <http://terminalib.uitm.edu.my/99545.pdf> (Unpublished)
institution Universiti Teknologi Mara
building Tun Abdul Razak Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Mara
content_source UiTM Institutional Repository
url_provider http://ir.uitm.edu.my/
language English
topic Consolidation and merger of corporations
spellingShingle Consolidation and merger of corporations
Ayeb, Abu Bakar Nas'sha'aban
A study on an alluvial clay consolidation indices due to preloading - case study / Abu Bakar Nas'sha'aban Ayeb
description A series of consolidation tests is carried out to determine the consolidation characteristics of alluvial clay underlying an area in Pelabuhan Kelang , Selangor D.E. The area was originally a swamp and the existing conditions of the area could be categorised as follows: i) ii) iii) iv) preloaded area for 30 years, reclaimed area for 7 years, land till area for 1 year and swamp. Overburden pressure over the original swamp was estimated between 20 and 30 kPa and water level ranged from 0.70m to 0.90m with tidal effects. The alluvial clay can be classified as silty clay of high plasticity and is normally consolidated. Consolidation test results showed that the preloaded areas were highly compressible with low permeability. Correlations between consolidation indices and preloading duration were acceptable indicating that preloading would reduce settlement. From variation of compression parameters, it is anticipated that differential settlements would occur if existing conditions of the Site are not considered during the design and construction stages.
format Student Project
author Ayeb, Abu Bakar Nas'sha'aban
author_facet Ayeb, Abu Bakar Nas'sha'aban
author_sort Ayeb, Abu Bakar Nas'sha'aban
title A study on an alluvial clay consolidation indices due to preloading - case study / Abu Bakar Nas'sha'aban Ayeb
title_short A study on an alluvial clay consolidation indices due to preloading - case study / Abu Bakar Nas'sha'aban Ayeb
title_full A study on an alluvial clay consolidation indices due to preloading - case study / Abu Bakar Nas'sha'aban Ayeb
title_fullStr A study on an alluvial clay consolidation indices due to preloading - case study / Abu Bakar Nas'sha'aban Ayeb
title_full_unstemmed A study on an alluvial clay consolidation indices due to preloading - case study / Abu Bakar Nas'sha'aban Ayeb
title_sort study on an alluvial clay consolidation indices due to preloading - case study / abu bakar nas'sha'aban ayeb
publishDate 1995
url https://ir.uitm.edu.my/id/eprint/99545/1/99545.pdf
https://ir.uitm.edu.my/id/eprint/99545/
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score 13.250246