The law of strength damage and deterioration of jointed sandstone after dry-wet cycles
Author:
Publisher
Springer Science and Business Media LLC
Subject
Nature and Landscape Conservation,Earth-Surface Processes,Geology,Geography, Planning and Development,Global and Planetary Change
Link
https://link.springer.com/content/pdf/10.1007/s11629-022-7605-1.pdf
Reference22 articles.
1. Benedict I, Aliabadi MH (2013) A three-dimensional cohesive-frictional grain-boundary micromechanical model for intergranular degradation and failure in polycrystalline materials. Comput Methods Appl Mech Eng 265(9):36–62. https://doi.org/10.1016/j.cma.2013.05.023
2. Cao P, Liu TY, Pu CZ, et al. (2015) Crack propagation and coalescence of brittle rock-like specimens with pre-existing cracks in compression. Eng Geol 187: 113–121. https://doi.org/10.1016/j.enggeo.2014.12.010
3. Deng HF, Pan D, Xu XL, et al. (2019) Mechanical characteristics of intermittent jointed sandstone under triaxial compression. Chin J Geotech 41(11): 2133–2141. (In Chinese) https://doi.org/10.11779/CJGE201911020
4. Deng HF, Yuan XF, Wang LH, et al. (2013) Experimental research on changes in the mechanical property of reservoir bank sandstone under “immersion-air dry” circulation. Environ Eng Manag J 12(9): 1785–1789. https://doi.org/10.30638/eemj.2013.215
5. Deng HF, Zhou ML, Li JL, et al. (2016) Creep degradation mechanism by water-rock interaction in the red-layer soft rock. Arab J Geosci 9(12): 601–612. https://doi.org/10.1007/s12517-016-2604-6
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