Prediction of Diaphragm Wall Deflection by Using Different Models for Deep Excavation in Sands
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-99-6229-7_6
Reference19 articles.
1. Hsiung B-CB (2009) A case study on the behaviour of a deep excavation in sand. Comput Geotech 36(4):665–675. https://doi.org/10.1016/j.compgeo.2008.10.003
2. Ou C-Y, Hsieh P-G, Chiou D-C (1993) Characteristics of ground surface settlement during excavation. Can Geotech J 30(5):758–767. https://doi.org/10.1139/t93-068
3. Ou C-Y (2006) Deep excavation: theory and practices. Taylor Francis, Netherlands
4. Lim A, Ou C-Y, Hsieh P-G (2010) Evaluation of clay constitutive models for analysis of deep excavation under undrained condition. J Geoeng 5(1):9–20
5. Khoiri M, Ou C-Y (2013) Evaluation of deformation parameter for deep excavation in sand through case histories. Comput Geotech 47:57–67. https://doi.org/10.1016/j.compgeo.2012.06.009
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