A new versatile constitutive law for modelling the monotonic response of soft rocks and structured fine‐grained soils-Reference-Cited by-同舟云学术

A new versatile constitutive law for modelling the monotonic response of soft rocks and structured fine‐grained soils

Published:2019-07-29 Issue:15 Volume:43 Page:2383-2406
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:Int J Numer Anal Methods Geomech

Author:

Boldini Daniela¹^ORCID,Palmieri Francesca²,Amorosi Angelo³

Affiliation:

1. Department of Civil, Chemical Environmental, and Materials EngineeringUniversità di Bologna Bologna Italy

2. Department of Civil EngineeringUniversity of British Columbia Vancouver British Columbia Canada

3. Department of Structural and Geotechnical EngineeringSapienza Università di Roma Rome Italy

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/nag.2975

Reference45 articles.

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2. Correlations between index tests and the properties of remoulded clays

3. PellegrinoA.Mechanical behaviour of soft rocks under high stresses. In: Proceedings. of the 2rd ISRM Congress. Belgrade; 21–26 September1970. Volume 2 p. 173–180

4. An extended Cam Clay model for soft anisotropic rocks

5. A constitutive model and associated testing for soft rock

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