Weakening of mudstone fragments due to disintegration: an experimental investigation

Author:

Shen Peiwu,Tang Huiming,Wang Dingjian,Su Xuexue,Huang LeiORCID

Funder

the National Key Research and Development Program of China

the National Major Scientific Instruments and Equipment Development Projects of China

the National Natural Science Foundation of China

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference52 articles.

1. Ajmera B., Tiwari B., Shrestha D. (2012) Effect of mineral composition and shearing rates on the undrained shear strength of expansive clays. In GeoCongress 2012: State of the art and practice in geotechnical engineering, 1185-1194. Doi: https://doi.org/10.1061/9780784412121.122

2. ASTM D4644–08 (2008) Standard test method for slake durability of shales and similar weak rocks. ASTM International, West Conshohocken, PA

3. ASTM D5313–04 (2004) Standard test method for evaluation of durability of rock for erosion control under wetting and drying conditions. ASTM International, West Conshohocken, PA

4. Brosch FJ, Pölsler P, Riedmüller G (1992) The use of fractal dimension in engineering geology. Bull Eng Geol Environ 45:83–88. https://doi.org/10.1007/BF02594907

5. Chen W. (2014) Research on the mechanism and warning criteria of landslides based on monitoring system after water storage in the Three Gorges Reservoir. Dissertation, China University of Geosciences, Wuhan

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