Evaluation of Hypoplastic Clay Model for Deep Excavation Modelling
This paper presents an evaluation of the Hypoplastic Clay constitutive model for finite element analysis of deep excavations and displacements induced by excavations in the influence zone. A detailed description and formulation of the Hypoplastic Clay soil model is included. A parametric case study...
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| Format: | Article |
| Language: | English |
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Polish Academy of Sciences
2016-12-01
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| Series: | Archives of Civil Engineering |
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| Online Access: | http://www.degruyter.com/view/j/ace.2016.62.issue-4/ace-2015-0098/ace-2015-0098.xml?format=INT |