Buckling of End-Bearing Retaining Walls in Clay
The design of back-anchored retaining walls in Sweden has traditionally not included global elastic instability of the retaining wall as a possible failure mode. Eurocode 3 part 5 (SS-EN 1993-5) requires design of steel structural members for retaining walls to assess the risk of buckling if the nor...
| Main Authors: | , |
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| Format: | Others |
| Language: | English |
| Published: |
KTH, Jord- och bergmekanik
2018
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| Subjects: | |
| Online Access: | http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-229808 |