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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| Format: | Monograph |
| Language: | English |
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Universiti Sains Malaysia
2006
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| Online Access: | http://eprints.usm.my/58409/ http://eprints.usm.my/58409/1/Membuktikan%20Anggapan%20Analisa%20Geoteknik%20%28Tekanan%20Sisi%20Tanah%29%20Menggunakan%20Model%20Fizikal_Salmia%20Beddu.pdf |
| _version_ | 1848883890900434944 |
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| author | Beddu, Salmia |
| author_facet | Beddu, Salmia |
| author_sort | Beddu, Salmia |
| building | USM Institutional Repository |
| collection | Online Access |
| 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. |
| first_indexed | 2025-11-15T18:58:00Z |
| format | Monograph |
| id | usm-58409 |
| institution | Universiti Sains Malaysia |
| institution_category | Local University |
| language | English |
| last_indexed | 2025-11-15T18:58:00Z |
| publishDate | 2006 |
| publisher | Universiti Sains Malaysia |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | usm-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/ http://eprints.usm.my/58409/1/Membuktikan%20Anggapan%20Analisa%20Geoteknik%20%28Tekanan%20Sisi%20Tanah%29%20Menggunakan%20Model%20Fizikal_Salmia%20Beddu.pdf |