A Binary-Medium Constitutive Model for Artificially Structured Soils Based on the Disturbed State Concept and Homogenization Theory-Reference-Cited by-同舟云学术

A Binary-Medium Constitutive Model for Artificially Structured Soils Based on the Disturbed State Concept and Homogenization Theory

Published:2017-07 Issue:7 Volume:17 Page:04016154
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Liu En-Long¹,Yu Hai-Sui²,Zhou Cheng³,Nie Qing⁴,Luo Kai-Tai⁴

Affiliation:

1. Professor, State Key Laboratory of Hydraulics and Natural River Engineering, College of Water Resource and Hydropower, Sichuan Univ., Chengdu 610065, People’s Republic of China.

2. Professor, School of Civil Engineering, Univ. of Leeds, Leeds LS2 9JT, U.K.; State Key Laboratory of Hydraulics and Natural River Engineering, Sichuan Univ., Chengdu 610065, People?s Republic of China; formerly, Nottingham Centre for Geomechanics, Univ. of Nottingham, Nottingham NG7 2RD, U.K.

3. Professor, State Key Laboratory of Hydraulics and Natural River Engineering, College of Water Resource and Hydropower, Sichuan Univ., Chengdu 610065, People’s Republic of China (corresponding author).

4. Engineer, State Key Laboratory of Hydraulics and Natural River Engineering, College of Water Resource and Hydropower, Sichuan Univ., Chengdu 610065, People’s Republic of China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000859

Reference49 articles.

1. Asaoka A. Nakano M. and Noda T. (2001). “The decay of structure and the loss of overconsolidation.” Proc. 15th Int. Conf. on Soil Mechanics and Geotechnical Engineering CRC Boca Raton FL 19–22.

2. Yielding and rupture in a lacustrine clay

3. An anisotropic Model for Structured Soils

4. Bressani L. A. (1990). “Experimental properties of bonded soils.” Ph.D. thesis Univ. of London London.

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