Thesis
Stress strain behaviour of a cohesive soil deposited under water
- Abstract:
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A dilute suspension of soil particles in water will normally flocculate and settle under gravity to form a bed of consolidating soil. The essential difference between the suspension and the soil is that effective stresses exist in the soil. This thesis is concerned with the effective stress behaviour during the sedimentation and consolidation processes. Chapters two and three are a description of the equipment and experimental procedures used to determine void ratio changes, pore pressures a...
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Authors
Contributors
+ Sills, G
Division:
MPLS
Department:
Engineering Science
Sub department:
Civil Engineering
Role:
Supervisor
Funding
Bibliographic Details
- Publication date:
- 1980
- Type of award:
- DPhil
- Level of award:
- Doctoral
- Awarding institution:
- University of Oxford
Item Description
- Language:
- English
- Keywords:
- Subjects:
- UUID:
-
uuid:21dfc43a-fa98-4eff-ace5-ee68fd7ef442
- Local pid:
- ora:964
- Deposit date:
- 2008-03-14
Related Items
Terms of use
- Copyright holder:
- K. Been
- Copyright date:
- 1980
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