Membuktikan Anggapan Analisa Geoteknik (Tekanan Sisi Tanah) Menggunakan Model Fizikal

The purpose of this research is to verify certain geotechnical assumptions for associated with lateral earth pressures using physical modeling. The model used of this study is made of wood and Perspex. The static test with loading on top of sand decrease with depth which is in contradiction with...

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Bibliographic Details
Main Author: Beddu, Salmia
Format: Monograph
Language:English
Published: Universiti Sains Malaysia 2006
Subjects:
Online Access:http://eprints.usm.my/58409/1/Membuktikan%20Anggapan%20Analisa%20Geoteknik%20%28Tekanan%20Sisi%20Tanah%29%20Menggunakan%20Model%20Fizikal_Salmia%20Beddu.pdf
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author Beddu, Salmia
author_facet Beddu, Salmia
author_sort Beddu, Salmia
collection USM
description The purpose of this research is to verify certain geotechnical assumptions for associated with lateral earth pressures using physical modeling. The model used of this study is made of wood and Perspex. The static test with loading on top of sand decrease with depth which is in contradiction with the theory. This result however can be explained by considering the stress bulb theory where pressure due to loading generally reduces with depth. After some improvement, the pressure distribution for sand without extra loading on top show a result of lateral earth pressure which increase with depth. Furthermore, by adding a load on top of the sand, a superimposed effect was observed which is the stress bulb distribution plus the normal static lateral pressure distribution. A dough of wheat flour was also used as the material and the result shows a pressure distribution increase with depth and partially verifies the passive Rankine pressure. Test involving laterite material were too difficult to conduct.
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spelling usm.eprints-584092023-05-09T09:05:40Z http://eprints.usm.my/58409/ Membuktikan Anggapan Analisa Geoteknik (Tekanan Sisi Tanah) Menggunakan Model Fizikal Beddu, Salmia T Technology TA Engineering (General). Civil engineering (General) The purpose of this research is to verify certain geotechnical assumptions for associated with lateral earth pressures using physical modeling. The model used of this study is made of wood and Perspex. The static test with loading on top of sand decrease with depth which is in contradiction with the theory. This result however can be explained by considering the stress bulb theory where pressure due to loading generally reduces with depth. After some improvement, the pressure distribution for sand without extra loading on top show a result of lateral earth pressure which increase with depth. Furthermore, by adding a load on top of the sand, a superimposed effect was observed which is the stress bulb distribution plus the normal static lateral pressure distribution. A dough of wheat flour was also used as the material and the result shows a pressure distribution increase with depth and partially verifies the passive Rankine pressure. Test involving laterite material were too difficult to conduct. Universiti Sains Malaysia 2006-05-01 Monograph NonPeerReviewed application/pdf en http://eprints.usm.my/58409/1/Membuktikan%20Anggapan%20Analisa%20Geoteknik%20%28Tekanan%20Sisi%20Tanah%29%20Menggunakan%20Model%20Fizikal_Salmia%20Beddu.pdf Beddu, Salmia (2006) Membuktikan Anggapan Analisa Geoteknik (Tekanan Sisi Tanah) Menggunakan Model Fizikal. Project Report. Universiti Sains Malaysia, Pusat Pengajian Kejuruteraan Awam. (Submitted)
spellingShingle T Technology
TA Engineering (General). Civil engineering (General)
Beddu, Salmia
Membuktikan Anggapan Analisa Geoteknik (Tekanan Sisi Tanah) Menggunakan Model Fizikal
title Membuktikan Anggapan Analisa Geoteknik (Tekanan Sisi Tanah) Menggunakan Model Fizikal
title_full Membuktikan Anggapan Analisa Geoteknik (Tekanan Sisi Tanah) Menggunakan Model Fizikal
title_fullStr Membuktikan Anggapan Analisa Geoteknik (Tekanan Sisi Tanah) Menggunakan Model Fizikal
title_full_unstemmed Membuktikan Anggapan Analisa Geoteknik (Tekanan Sisi Tanah) Menggunakan Model Fizikal
title_short Membuktikan Anggapan Analisa Geoteknik (Tekanan Sisi Tanah) Menggunakan Model Fizikal
title_sort membuktikan anggapan analisa geoteknik tekanan sisi tanah menggunakan model fizikal
topic T Technology
TA Engineering (General). Civil engineering (General)
url http://eprints.usm.my/58409/1/Membuktikan%20Anggapan%20Analisa%20Geoteknik%20%28Tekanan%20Sisi%20Tanah%29%20Menggunakan%20Model%20Fizikal_Salmia%20Beddu.pdf
work_keys_str_mv AT beddusalmia membuktikananggapananalisageotekniktekanansisitanahmenggunakanmodelfizikal