Comparison between Mohr-Coulomb failure criterion and Vipulanandan failure models to predict the maximum J_2 Invariant and behaviour of clay (CH)-Reference-Cited by-同舟云学术

Comparison between Mohr-Coulomb failure criterion and Vipulanandan failure models to predict the maximum J_2 Invariant and behaviour of clay (CH)

Published:2021-10-04 Issue: Volume: Page:1-18
ISSN:1748-6025
Container-title:Geomechanics and Geoengineering
language:en
Short-container-title:Geomechanics and Geoengineering

Author:

Vipulanandan Cumaraswamy¹,Salih Mohammed Ahmed²³

Affiliation:

1. Center for Innovative Grouting Materials and Technology (Cigmat), Department of Civil and Environmental Engineering, University of Houston, Houston, TX, USA

2. College of Engineering, Civil Engineering Department, University of Sulaimani, Sulaimani, Iraq

3. Engineering Department, American University of Iraq, Sulaimani, Iraq

Funder

Center for Innovative Grouting Materials

Texas Hurricane Center for Innovative Technology

Publisher

Informa UK Limited

Subject

Geotechnical Engineering and Engineering Geology

Link

https://www.tandfonline.com/doi/pdf/10.1080/17486025.2021.1980620

Reference59 articles.

1. Comparison of artificial neural network (ANN) and linear regression modeling with residual errors to predict the unconfined compressive strength and compression index for Erbil City soils, Kurdistan-Iraq

2. Highway Bridge Supported on ACIP Piles in Clay Soils: Instrumentation, Monitoring and Performance of Service Piles

3. Brady, N.C., Weil, R.R., and Weil, R.R., 2008. The nature and properties of soils. Vol. 13. Upper Saddle River, NJ: Prentice Hall, 662–710.

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