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Showing Abstract of Evaluation of Soft Clay Constitutive Models for over and ANISOTROPICALLY CONSOLIDATED SAMPLES

  
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[ Downloads: 3 | Abstract Viewed: 424 | Pages: 9 ]
Title

Evaluation of Soft Clay Constitutive Models for over and ANISOTROPICALLY CONSOLIDATED SAMPLES
Topic: geology, geotechnic and rock mechanics Published Year: 1390
Presentation:
Published in:

[ 1st International and 3rd National Conference on Dams and hydropower ]

Original Language: English Full Text Size: Not Available

 

Abstract of the Article

 

Note: English CIVILICA is in its Trial Period so Full Texts can not be provided! Persian users can download it here

Download This article in PDF format Evaluation of Soft Clay Constitutive Models for over and ANISOTROPICALLY CONSOLIDATED SAMPLES

 

Author:

[ ALI LASHKARI ] - Shiraz University of Technology

 

Abstract:

The predictive capacities of three constitutive models specially developed for soft clays, MCC, S-CLAY1, and SANICLAY, are evaluated here. Detailed formulations ofthe models are presented first. It is shown that the accuracy of predictions obtained from three models is the same for isotropic consolidated samples. For anisotropicallyconsolidated samples, it is observed that predictions by the MCC model are unrealistic. Both S-CLAY1 and SANICLAY can simulate behavior of anisotropicallyconsolidated samples, however predictions of the SANICLAY model are found moresuitable

 

Keywords:

Soft clay, yield function, plastic potential function, OCR, K0-consolidation
 

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