Thesis
Stress strain and strength behaviour of very soft soil sediment
- Abstract:
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Introduction: When fine grained natural sediments or artificially produced waste materials are transported and deposited through water, several different phases of behaviour are observed. These have been described variously as suspension, free settling, compression settling, intermediate and consolidating soil phases. Transitions between each are not always distinct in terms of material properties or behaviour and time spent in the early phases before a conventional soil state is attained can...
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(Preview, pdf, 8.0MB, Terms of use)
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Authors
Contributors
+ Sills, G
- Division:
- MPLS
- Department:
- Engineering Science
- Sub department:
- Civil Engineering
- Role:
- Supervisor
+ "Rhodes Trust", " Science and Engineering Research Council"
More from this funder
- Funding agency for:
- Elder, D
- Publication date:
- 1985
- DOI:
- Type of award:
- DPhil
- Level of award:
- Doctoral
- Awarding institution:
- University of Oxford
- Language:
-
English
- Keywords:
- Subjects:
- UUID:
-
uuid:48050e2f-832d-47f4-9e3b-b922176f451b
- Local pid:
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ora:1005
- Deposit date:
-
2008-03-14
- ARK identifier:
Terms of use
- Copyright holder:
- Elder, D
- Copyright date:
- 1985
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