Analysis of Pre-failure and Failure of a Levee on Soft Soil with Modified Cam-Clay Model in DIANA
In order to evaluate available models for the safety assessment of levees on soft soils, a full-scale experiment was performed by Dutch authorities bringing a historical dyke to failure. In the paper, the pre-failure and the failure state of the levee are
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Gabriella Bolzon Donatella Sterpi Guido Mazzà Antonella Frigerio Editors
Numerical Analysis of Dams Proceedings of the 15th ICOLD International Benchmark Workshop
Lecture Notes in Civil Engineering Volume 91
Series Editors Marco di Prisco, Politecnico di Milano, Milano, Italy Sheng-Hong Chen, School of Water Resources and Hydropower Engineering, Wuhan University, Wuhan, China Ioannis Vayas, Institute of Steel Structures, National Technical University of Athens, Athens, Greece Sanjay Kumar Shukla, School of Engineering, Edith Cowan University, Joondalup, WA, Australia Anuj Sharma, Iowa State University, Ames, IA, USA Nagesh Kumar, Department of Civil Engineering, Indian Institute of Science Bangalore, Bengaluru, Karnataka, India Chien Ming Wang, School of Civil Engineering, The University of Queensland, Brisbane, QLD, Australia
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Gabriella Bolzon Donatella Sterpi Guido Mazzà Antonella Frigerio •
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Editors
Numerical Analysis of Dams Proceedings of the 15th ICOLD International Benchmark Workshop
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Editors Gabriella Bolzon Department of Civil and Environmental Engineering (DICA) Politecnico di Milano Milano, Italy Guido Mazzà Italian Committee on Large Dams (ITCOLD) Roma, Italy
Donatella Sterpi Department of Civil and Environmental Engineering (DICA) Politecnico di Milano Milano, Italy Antonella Frigerio Ricerca sul Sistema Energetico—RSE SpA Milano, Italy
ISSN 2366-2557 ISSN 2366-2565 (electronic) Lecture Notes in Civil Engineering ISBN 978-3-030-51084-8 ISBN 978-3-030-51085-5 (eBook) https://doi.org/10.1007/978-3-030-51085-5 © The Editor(s) (if a