Laboratory evaluation of horizontal coefficient of consolidation, Ch of fibrous peat soil

Encountered extensively in wetlands, fibrous peat is considered as problematic soil because it exhibits unusual compression behaviour. When a mass of fibrous peat soil with both vertical and horizontal drainage boundaries is subjected to a consolidation pressure, rate of excess pore water dissipatio...

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Main Author: Wong, Leong Sing
Format: Thesis
Language:English
Published: 2005
Subjects:
Online Access:http://eprints.utm.my/5352/
http://eprints.utm.my/5352/1/WongLeongSingMFKA2005.pdf
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author Wong, Leong Sing
author_facet Wong, Leong Sing
author_sort Wong, Leong Sing
building UTeM Institutional Repository
collection Online Access
description Encountered extensively in wetlands, fibrous peat is considered as problematic soil because it exhibits unusual compression behaviour. When a mass of fibrous peat soil with both vertical and horizontal drainage boundaries is subjected to a consolidation pressure, rate of excess pore water dissipation from the soil in the horizontal direction is higher than that in the vertical direction. The rates of excess pore water dissipation from the soil in the vertical and horizontal directions are measured by vertical and horizontal coefficient of consolidation (cv and ch) respectively. This project report presents laboratory findings on the consolidation behaviour of fibrous peat from Bahru village, Pontian, Johor with respect to one dimensional vertical and radial consolidation. Results from hydraulic consolidation tests indicate that the ch/cv ratio of the soil is greater than 1 when the soil is subjected to consolidation pressure of 50 kPa, 100 kPa, and 200 kPa. This implies that the utilization of horizontal drain maybe suitable for soil improvement to accelerate the settlement of fibrous peat soil.
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institution Universiti Teknologi Malaysia
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language English
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publishDate 2005
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spelling utm-53522018-03-07T20:58:36Z http://eprints.utm.my/5352/ Laboratory evaluation of horizontal coefficient of consolidation, Ch of fibrous peat soil Wong, Leong Sing TA Engineering (General). Civil engineering (General) Encountered extensively in wetlands, fibrous peat is considered as problematic soil because it exhibits unusual compression behaviour. When a mass of fibrous peat soil with both vertical and horizontal drainage boundaries is subjected to a consolidation pressure, rate of excess pore water dissipation from the soil in the horizontal direction is higher than that in the vertical direction. The rates of excess pore water dissipation from the soil in the vertical and horizontal directions are measured by vertical and horizontal coefficient of consolidation (cv and ch) respectively. This project report presents laboratory findings on the consolidation behaviour of fibrous peat from Bahru village, Pontian, Johor with respect to one dimensional vertical and radial consolidation. Results from hydraulic consolidation tests indicate that the ch/cv ratio of the soil is greater than 1 when the soil is subjected to consolidation pressure of 50 kPa, 100 kPa, and 200 kPa. This implies that the utilization of horizontal drain maybe suitable for soil improvement to accelerate the settlement of fibrous peat soil. 2005-11 Thesis NonPeerReviewed application/pdf en http://eprints.utm.my/5352/1/WongLeongSingMFKA2005.pdf Wong, Leong Sing (2005) Laboratory evaluation of horizontal coefficient of consolidation, Ch of fibrous peat soil. Masters thesis, Universiti Teknologi Malaysia, Faculty of Civil Engineering.
spellingShingle TA Engineering (General). Civil engineering (General)
Wong, Leong Sing
Laboratory evaluation of horizontal coefficient of consolidation, Ch of fibrous peat soil
title Laboratory evaluation of horizontal coefficient of consolidation, Ch of fibrous peat soil
title_full Laboratory evaluation of horizontal coefficient of consolidation, Ch of fibrous peat soil
title_fullStr Laboratory evaluation of horizontal coefficient of consolidation, Ch of fibrous peat soil
title_full_unstemmed Laboratory evaluation of horizontal coefficient of consolidation, Ch of fibrous peat soil
title_short Laboratory evaluation of horizontal coefficient of consolidation, Ch of fibrous peat soil
title_sort laboratory evaluation of horizontal coefficient of consolidation, ch of fibrous peat soil
topic TA Engineering (General). Civil engineering (General)
url http://eprints.utm.my/5352/
http://eprints.utm.my/5352/1/WongLeongSingMFKA2005.pdf