Effect of shearing speed on the shear strength parameters of remoulded lateritic soil / Ahmad Paridz Abdullah

The shear strength is an important part in soil engineering. It is the property, which provides the supporóng ability and bearing capacity of soil. Shearing speed or rate of loading applied during the process shearing of soil sample is on the basis of value recommended by British Standard (BS). Effe...

Full description

Saved in:

Bibliographic Details
Main Author:	Abdullah, Ahmad Paridz
Format:	Thesis
Language:	English
Published:	1998
Online Access:	https://ir.uitm.edu.my/id/eprint/100884/1/100884.pdf
Tags:	Add Tag No Tags, Be the first to tag this record!

id	my-uitm-ir.100884
record_format	uketd_dc
spelling	my-uitm-ir.1008842024-08-19T17:21:16Z Effect of shearing speed on the shear strength parameters of remoulded lateritic soil / Ahmad Paridz Abdullah 1998 Abdullah, Ahmad Paridz The shear strength is an important part in soil engineering. It is the property, which provides the supporóng ability and bearing capacity of soil. Shearing speed or rate of loading applied during the process shearing of soil sample is on the basis of value recommended by British Standard (BS). Effect of speed should be curiously taken into consideration especially clay soil as it nas a very low permeability with respect to its finer size fraction. The lower the penneabitity the longer the time needed for the pore pressure equalization (95%) of pore water pressure equalization as recommended by BS. Shearing speed can be expressed as the deformation of soil during shearing per time to failure. British Standard has Umited the deformation as maximum as 25% especially for plastic deformation whilst the time to failure is given by the primary consotidation time (tioo) multiply by the coëfficiënt of side drain as derived by Bishop and Hakel, 1962 and Blight (1963). BS have outlined the minimum time to failure for any type of soil as 2 hours. If any soil yields time to failure base on consotidation time is less than 2 hours, then the minimum time of 2 hours should be taken in determining the shearing speed. It should be noted that the time to failure outlined by BS is due to the testing conducted on non-Malaysian soil. Currently Malaysian engineers have questioned the validity of time to failure on Malaysian soil and asked for slower speed, as the behavior of soil is different from one place to another. 1998 Thesis https://ir.uitm.edu.my/id/eprint/100884/ https://ir.uitm.edu.my/id/eprint/100884/1/100884.pdf text en public degree Universiti Teknologi MARA (UiTM) Faculty of Civil Engineering
institution	Universiti Teknologi MARA
collection	UiTM Institutional Repository
language	English
description	The shear strength is an important part in soil engineering. It is the property, which provides the supporóng ability and bearing capacity of soil. Shearing speed or rate of loading applied during the process shearing of soil sample is on the basis of value recommended by British Standard (BS). Effect of speed should be curiously taken into consideration especially clay soil as it nas a very low permeability with respect to its finer size fraction. The lower the penneabitity the longer the time needed for the pore pressure equalization (95%) of pore water pressure equalization as recommended by BS. Shearing speed can be expressed as the deformation of soil during shearing per time to failure. British Standard has Umited the deformation as maximum as 25% especially for plastic deformation whilst the time to failure is given by the primary consotidation time (tioo) multiply by the coëfficiënt of side drain as derived by Bishop and Hakel, 1962 and Blight (1963). BS have outlined the minimum time to failure for any type of soil as 2 hours. If any soil yields time to failure base on consotidation time is less than 2 hours, then the minimum time of 2 hours should be taken in determining the shearing speed. It should be noted that the time to failure outlined by BS is due to the testing conducted on non-Malaysian soil. Currently Malaysian engineers have questioned the validity of time to failure on Malaysian soil and asked for slower speed, as the behavior of soil is different from one place to another.
format	Thesis
qualification_level	Bachelor degree
author	Abdullah, Ahmad Paridz
spellingShingle	Abdullah, Ahmad Paridz Effect of shearing speed on the shear strength parameters of remoulded lateritic soil / Ahmad Paridz Abdullah
author_facet	Abdullah, Ahmad Paridz
author_sort	Abdullah, Ahmad Paridz
title	Effect of shearing speed on the shear strength parameters of remoulded lateritic soil / Ahmad Paridz Abdullah
title_short	Effect of shearing speed on the shear strength parameters of remoulded lateritic soil / Ahmad Paridz Abdullah
title_full	Effect of shearing speed on the shear strength parameters of remoulded lateritic soil / Ahmad Paridz Abdullah
title_fullStr	Effect of shearing speed on the shear strength parameters of remoulded lateritic soil / Ahmad Paridz Abdullah
title_full_unstemmed	Effect of shearing speed on the shear strength parameters of remoulded lateritic soil / Ahmad Paridz Abdullah
title_sort	effect of shearing speed on the shear strength parameters of remoulded lateritic soil / ahmad paridz abdullah
granting_institution	Universiti Teknologi MARA (UiTM)
granting_department	Faculty of Civil Engineering
publishDate	1998
url	https://ir.uitm.edu.my/id/eprint/100884/1/100884.pdf
_version_	1811769103842541568

Effect of shearing speed on the shear strength parameters of remoulded lateritic soil / Ahmad Paridz Abdullah

Similar Items