Testing and Constitutive Modeling of Lime-Stabilized Collapsible Loess. I: Experimental Investigations-Reference-Cited by-同舟云学术

Testing and Constitutive Modeling of Lime-Stabilized Collapsible Loess. I: Experimental Investigations

Published:2019-04 Issue:4 Volume:19 Page:04019006
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Haeri S. Mohsen¹,Akbari Garakani Amir²^ORCID,Roohparvar Hamid Reza³,Desai Chandrakant S.⁴,Seyed Ghafouri S. Mohammad Hosein³,Salemi Kouchesfahani Kasra⁵

Affiliation:

1. Professor, Dept. of Civil Engineering, Sharif Univ. of Technology, Tehran, Iran.

2. Assistant Professor, Structural Research Dept., Niroo Research Institute, Tehran, Iran (corresponding author). ORCID: .

3. Master of Geotechnical Engineering, Dept. of Civil Engineering, Sharif Univ. of Technology, Tehran, Iran.

4. Regents Professor Emeritus, Dept. of Civil Engineering and Engineering Mechanics, Univ. of Arizona, Tucson, Arizona 85721.

5. Graduate Student, Dept. of Civil Engineering, Sharif Univ. of Technology, Tehran, Iran.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001364

Reference49 articles.

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2. Soil–water characteristic curve of lime treated gypseous soil

3. A constitutive model for partially saturated soils

4. Loess-cement long-term strength–A facilitating factor for loess improvement applications;Angelova R. N.;Geol. Balcanica,2007

5. Behavior of collapsible loessic soil after interparticle cementation;Arrúa P.;Int. J. GEOMATE,2011

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