Thesis
Stress strain and strength behaviour of very soft soil sediment
- Abstract:
-
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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Authors
Contributors
+ Sills, G
Division:
MPLS
Department:
Engineering Science
Sub department:
Civil Engineering
Role:
Supervisor
Funding
+ "Rhodes Trust", " Science and Engineering Research Council"
More from this funder
Funding agency for:
Elder, D
Bibliographic Details
- Publication date:
- 1985
- Type of award:
- DPhil
- Level of award:
- Doctoral
- Awarding institution:
- University of Oxford
Item Description
- Language:
- English
- Keywords:
- Subjects:
- UUID:
-
uuid:48050e2f-832d-47f4-9e3b-b922176f451b
- Local pid:
- ora:1005
- Deposit date:
- 2008-03-14
Related Items
Terms of use
- Copyright holder:
- Elder, D
- Copyright date:
- 1985
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