Mechanical properties and modified binary–medium constitutive model for red–bed soft rock subjected to freeze–thaw cycles

Author:

He Junlin,Niu Fujun,Luo Fei,Jiang Haiqiang,He Peifeng,Ju Xin

Funder

Northwest Institute of Eco-Environment and Resources State Key Laboratory of Frozen Soil Engineering

Guangdong Provincial Key Laboratory of Modern Civil Engineering Technology, South China University of Technology

Chinese Academy of Sciences

Publisher

Elsevier BV

Subject

General Earth and Planetary Sciences,Geotechnical Engineering and Engineering Geology

Reference71 articles.

1. Causes, characterization, damage models, and constitutive modes for rock damage analysis: a review;Ahmed;Arab. J. Geosci.,2020

2. Centrifugal tests on geological evolution and sliding process for red-bed soft rock landslide in Wumeng Mountain Area;Bai;Chin. J. Rock Mech. Eng.,2019

3. Study on statistical damage constitutive model of rock based on new definition of damage;Cao;Rock Soil Mech.,2006

4. Analysis of water-rock interaction characteristics and bank slope failure process of red-bed;Chai;J. Central South Univ. (Sci. Technol.),2009

5. Pyrite|[ndash]|haematite alteration as a source of colour in red beds and regolith;Challis;Nature,1975

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