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Thesis

The study of soil-reinforcement interaction by means of large scale laboratory tests

Abstract:

This thesis presents the results of an investigation into soil-reinforcement interaction by means of direct shear and pull-out tests. Scale and other factors affecting test results were studied; for this purpose an apparatus able to contain a 1 cu.m sample of sand was designed by the author in order to perform large scale tests. Plastic and metal sheet and grid reinforcements were used in conjunction with Leighton Buzzard sand. Direct Shear tests on unreinforced sand samples showed that soil...

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Institution:
University of Oxford
Division:
MPLS
Department:
Engineering Science
Research group:
Civil Engineering
Oxford college:
Magdalen College
Role:
Author
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Division:
MPLS
Department:
Engineering Science
Sub department:
Civil Engineering
Role:
Author

Contributors

Division:
MPLS
Department:
Engineering Science
Sub department:
Civil Engineering
Role:
Supervisor
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Funding agency for:
Palmeira, E
Publication date:
1987
Type of award:
DPhil
Level of award:
Doctoral
Awarding institution:
University of Oxford
Language:
English
Keywords:
Subjects:
UUID:
uuid:88588438-fbf0-4d4f-a25c-21c24fcfebd0
Local pid:
ora:1387
Deposit date:
2008-03-14

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