Modified Models for Predicting Dynamic Properties of Granular Soil Under Anisotropic Consolidation-Reference-Cited by-同舟云学术

Modified Models for Predicting Dynamic Properties of Granular Soil Under Anisotropic Consolidation

Published:2020-03 Issue:3 Volume:20 Page:04019197
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Bayat Meysam¹^ORCID,Ghalandarzadeh Abbas²^ORCID

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Islamic Azad Univ., Najafabad Branch, Najafabad 8514143131, Iran. ORCID: .

2. Associate Professor, School of Civil Engineering, College of Engineering, Univ. of Tehran, Tehran 1417466191, Iran (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001607

Reference46 articles.

1. Universal model forms for predicting the shear modulus and material damping of soils

2. Dynamic properties of gravelly materials;Araei A. A.;Sci. Iran. Trans. A: Civ. Eng.,2010

3. Atkinson J. H. and G. Sallfors. 1991. “Experimental determination of soil properties.” In Vol. 3 of Proc. 10th European Conf. on Soil Mechanics and Foundation Engineering 915–956. Florence Italy.

4. Stiffness Degradation and Damping Ratio of Sand-Gravel Mixtures Under Saturated State

5. Influence of Depositional Method on Dynamic Properties of Granular Soil

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