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Model test of footing on cohesive frictional c-o soil / Gusriati Syukri

This project presents the result of an experimental investigation on model footings of different shapes, placed at different depth in a soil of varied moisture content. The bearing capacity of a foundation depends upon many factors such as angle of internal friction, depth of the foundation, unit-we...

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Main Author: Syukri, Gusriati
Format: Thesis
Language:English
Published: 1994
Subjects:
Soil dynamics
Online Access:https://ir.uitm.edu.my/id/eprint/99841/2/99841.pdf
https://ir.uitm.edu.my/id/eprint/99841/
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id my.uitm.ir.99841
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spelling my.uitm.ir.998412024-09-03T22:44:26Z https://ir.uitm.edu.my/id/eprint/99841/ Model test of footing on cohesive frictional c-o soil / Gusriati Syukri Syukri, Gusriati Soil dynamics This project presents the result of an experimental investigation on model footings of different shapes, placed at different depth in a soil of varied moisture content. The bearing capacity of a foundation depends upon many factors such as angle of internal friction, depth of the foundation, unit-weight and unit cohesion of the soil. The tests were carried out until failure point were reached. Settlement of 25 mm is considered the maximum settlement for the failure load. The objective of this experimental work is to evaluate the bearing capacity of c-$ soil and to compare the result with existing formulae on bearing capacity. The tests were carried out for footing at ground level and at 1 meter depth with different moisture content (i.e. 25 %, 30 % , and 35 % ) and different shape of footing ( i.e. square, rectangular and circular) 1994 Thesis NonPeerReviewed text en https://ir.uitm.edu.my/id/eprint/99841/2/99841.pdf Model test of footing on cohesive frictional c-o soil / Gusriati Syukri. (1994) Advanced Diploma thesis, thesis, Universiti Teknologi MARA (UiTM). <http://terminalib.uitm.edu.my/99841.pdf>
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 Soil dynamics
spellingShingle Soil dynamics
Syukri, Gusriati
Model test of footing on cohesive frictional c-o soil / Gusriati Syukri
description This project presents the result of an experimental investigation on model footings of different shapes, placed at different depth in a soil of varied moisture content. The bearing capacity of a foundation depends upon many factors such as angle of internal friction, depth of the foundation, unit-weight and unit cohesion of the soil. The tests were carried out until failure point were reached. Settlement of 25 mm is considered the maximum settlement for the failure load. The objective of this experimental work is to evaluate the bearing capacity of c-$ soil and to compare the result with existing formulae on bearing capacity. The tests were carried out for footing at ground level and at 1 meter depth with different moisture content (i.e. 25 %, 30 % , and 35 % ) and different shape of footing ( i.e. square, rectangular and circular)
format Thesis
author Syukri, Gusriati
author_facet Syukri, Gusriati
author_sort Syukri, Gusriati
title Model test of footing on cohesive frictional c-o soil / Gusriati Syukri
title_short Model test of footing on cohesive frictional c-o soil / Gusriati Syukri
title_full Model test of footing on cohesive frictional c-o soil / Gusriati Syukri
title_fullStr Model test of footing on cohesive frictional c-o soil / Gusriati Syukri
title_full_unstemmed Model test of footing on cohesive frictional c-o soil / Gusriati Syukri
title_sort model test of footing on cohesive frictional c-o soil / gusriati syukri
publishDate 1994
url https://ir.uitm.edu.my/id/eprint/99841/2/99841.pdf
https://ir.uitm.edu.my/id/eprint/99841/
_version_ 1811598131229360128
score 13.211869

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