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A numerical study of the suitability of rigid inclusion ground reinforcement beneath caisson quay walls
The objective of this study was to determine whether rigid inclusions are suitable for reinforcement of the foundation of a caisson quay wall functioning as a container terminal. Apart from their brittle behaviour under lateral loading, rigid inclusions are well suited to the large uniform loads and...
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| Format: | Thesis |
| Language: | English |
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Department of Civil Engineering
2017
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