Mechanical characteristics and failure modes for mode-I sandstone and rock-like cracked sample exposed to freeze thawing cycle
Author:
Funder
the National Natural Science Foundation of China
Publisher
Springer Science and Business Media LLC
Subject
Geology,Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s10064-021-02347-7.pdf
Reference30 articles.
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2. Chen TC, Yeung MR, Moric N (2004) Effect surface of water saturation on deterioration of welded tuff due to freeze-thaw action. Cold Reg Sci Technol 38(2–3):127–136
3. Dehghan AN, Goshtasbi K, Ahangari K, Jin Y (2015) Experimental investigation of hydraulic fracture propagation in fractured blocks. Bull Eng Geol Env 74(3):887–895
4. De Argandona VGR, Rey AR, Celorio C (1999) Characterization by computed X-ray tomography of the evolution of the pore structure of a dolomite rock during freeze-thaw cyclic tests. Physics and Chemistry of the Earth, Part A: Solid. Earth. Geodesy 24(7):633–637
5. Fang W, Jiang N, Luo XD (2019) Establishment of damage statistical constitutive model of loaded rock and method for determining its parameters under freeze-thaw condition. Cold Reg Sci Technol 160:31–38
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