Conference item
The influence of operational stiffness of structural components on the performance of deep excavations
- Abstract:
-
The performance of deep excavations is affected by the stiffness of various structural components (e.g. retaining walls, horizontal struts, vertical piles). For reinforced concrete structures, the operational stiffness (i.e. the bending stiffness and axial stiffness under working conditions) may be different from the nominal stiffness due to imperfections in the concrete (e.g. cracks). In addition, the operational stiffness may change as the excavation proceeds. To investigate how the operati...
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Bibliographic Details
- Publisher:
- Taylor and Francis - Balkema
- Volume:
- 2
- Pages:
- 747-752
- Host title:
- Numerical Methods in Geotechnical Engineering - Proceedings of the 8th European Conference on Numerical Methods in Geotechnical Engineering, NUMGE 2014
- Publication date:
- 2014-01-01
- Source identifiers:
-
472126
- ISBN:
- 9781138026889
Item Description
- Pubs id:
-
pubs:472126
- UUID:
-
uuid:1300f489-650e-4c53-8a0f-7ea0149dee07
- Local pid:
- pubs:472126
- Deposit date:
- 2014-08-18
Terms of use
- Copyright date:
- 2014
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