Bearing capacity of interbedded weak sedimentary rock / Kamaruzzaman Mohamed
Strength and behavior of shallow foundation on rock have been based on uniaxial compressive strength of intact rock sample in which is formulated as the bearing capacity of rock mass. Literature studies showed that the empirical correlations of bearing capacity of the rock mass were developed from a...
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| Format: | Thesis |
| Language: | en |
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2010
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| Online Access: | https://ir.uitm.edu.my/id/eprint/4873/1/TP_KAMARUZZAMAN%20MOHAMED%20EC%2010_5%201.pdf https://ir.uitm.edu.my/id/eprint/4873/ |
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| _version_ | 1833058351600107520 |
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| author | Mohamed, Kamaruzzaman |
| author_facet | Mohamed, Kamaruzzaman |
| author_sort | Mohamed, Kamaruzzaman |
| building | Tun Abdul Razak Library |
| collection | Institutional Repository |
| content_provider | Universiti Teknologi Mara |
| content_source | UiTM Institutional Repository |
| continent | Asia |
| country | Malaysia |
| description | Strength and behavior of shallow foundation on rock have been based on uniaxial compressive strength of intact rock sample in which is formulated as the bearing capacity of rock mass. Literature studies showed that the empirical correlations of bearing capacity of the rock mass were developed from a single type and isotropic rock. This research work is to assess and determine the bearing capacity and behavior of shallow footing on anisotropic and heterogeneous rock mass such as interbedded Kenny Hill formation, its established state as sedimentar y weak rock, its constitutions of weathered sandstone and shale. |
| format | Thesis |
| id | my.uitm.ir-4873 |
| institution | Universiti Teknologi Mara |
| language | en |
| publishDate | 2010 |
| record_format | eprints |
| spelling | my.uitm.ir-48732025-05-20T07:18:04Z https://ir.uitm.edu.my/id/eprint/4873/ Bearing capacity of interbedded weak sedimentary rock / Kamaruzzaman Mohamed Mohamed, Kamaruzzaman Materials of engineering and construction Engineering geology. Rock mechanics. Soil mechanics. Strength and behavior of shallow foundation on rock have been based on uniaxial compressive strength of intact rock sample in which is formulated as the bearing capacity of rock mass. Literature studies showed that the empirical correlations of bearing capacity of the rock mass were developed from a single type and isotropic rock. This research work is to assess and determine the bearing capacity and behavior of shallow footing on anisotropic and heterogeneous rock mass such as interbedded Kenny Hill formation, its established state as sedimentar y weak rock, its constitutions of weathered sandstone and shale. 2010 Thesis NonPeerReviewed text en https://ir.uitm.edu.my/id/eprint/4873/1/TP_KAMARUZZAMAN%20MOHAMED%20EC%2010_5%201.pdf Bearing capacity of interbedded weak sedimentary rock / Kamaruzzaman Mohamed. (2010) PhD thesis, thesis, Universiti Teknologi MARA. <http://terminalib.uitm.edu.my/4873.pdf> |
| spellingShingle | Materials of engineering and construction Engineering geology. Rock mechanics. Soil mechanics. Mohamed, Kamaruzzaman Bearing capacity of interbedded weak sedimentary rock / Kamaruzzaman Mohamed |
| title | Bearing capacity of interbedded weak sedimentary rock / Kamaruzzaman Mohamed |
| title_full | Bearing capacity of interbedded weak sedimentary rock / Kamaruzzaman Mohamed |
| title_fullStr | Bearing capacity of interbedded weak sedimentary rock / Kamaruzzaman Mohamed |
| title_full_unstemmed | Bearing capacity of interbedded weak sedimentary rock / Kamaruzzaman Mohamed |
| title_short | Bearing capacity of interbedded weak sedimentary rock / Kamaruzzaman Mohamed |
| title_sort | bearing capacity of interbedded weak sedimentary rock / kamaruzzaman mohamed |
| topic | Materials of engineering and construction Engineering geology. Rock mechanics. Soil mechanics. |
| url | https://ir.uitm.edu.my/id/eprint/4873/1/TP_KAMARUZZAMAN%20MOHAMED%20EC%2010_5%201.pdf https://ir.uitm.edu.my/id/eprint/4873/ |
| url_provider | http://ir.uitm.edu.my/ |