A novel binary-medium breakage model for loess in an acidic aqueous environment

Author:

Zhang YaoORCID,Chen Chenghao,Gao Shuaifeng,Guo Shaoqiang,Li Ning,Hu Zaiqiang,Yang Shasha

Funder

the China Postdoctoral Science Foundation

the Open Research Fund of the State Key Laboratory of Geomechanics and Geotechnical Engineering in the Institute of Rock and Soil Mechanics of the Chinese Academy of Sciences

the Special Foundation for High-level Talents of Xijing University

the Open Foundation of the Key Laboratory of Failure Mechanism and Safety Control Techniques of Earth-rock Dams of the Ministry of Water Resources

the Special plan project of Shaanxi Provincial Education Department serving local governments

Science and Technology Personnel Service Enterprise Project of Xi 'an Science and Technology Bureau

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference44 articles.

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2. ASTM International (2003a) ASTM D2435–03. Standard test method for one-dimensional consolidation properties of soils. ASTM International, West Conshohocken, PA

3. ASTM International (2003b) ASTM D5333–03. Standard test method for measurement of collapse potential of soils. ASTM International, West Conshohocken, PA

4. Cardoso R, Alonso EE (2009) Degradation of compacted marls: a microstructural investigation. Soils Found 49(3):315–327

5. Dang FN, Chen HQ, Ding WH, Yin XT (2007) Rock and soil damage-fracture space mechanics: the divisional damage-fracture theory. International Conference on Intelligent Systems and Knowledge Engineerin 2007

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