Analysis of the effect of freeze–thaw cycles on the degradation of mechanical parameters and slope stability

Author:

Li JielinORCID,Zhou Keping,Liu Weijie,Zhang Yamin

Funder

National Natural Science Foundation of China (CN)

Special Research Fund for the Doctoral Program of Higher Education of China

Innovation Driven Plan of Central South University

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference32 articles.

1. Argandoña VGRD, Rey AR, Celorio C, Río LMSD, Calleja L, Llavona J (1999) Characterization by computed X-ray tomography of the evolution of the pore structure of a dolomite rock during freeze-thaw cyclic tests. Phys Chem Earth Part A 24:633–637. doi: 10.1016/S1464-1895(99)00092-7

2. Chatterji S, Christensen P (1979) A mechanism of breakdown of limestone nodules in a freeze–thaw environment. Cem Concr Res 9:741–746. doi: 10.1016/0008-8846(79)90069-3

3. Chen T, Mori N, Suzuki T, Shoji H, Goto T (2000) Experimental study on crack development of rock specimens by freezing and thawing cycles. J Jpn Geotech Soc Soils Found 40:241–248

4. Guo JH, Wang CS, Shi YJ (2004) Geological and geochemical features of the Dong’an gold deposit in Heilongjiang. Geol Explor 40:37–41

5. Hoek E (2000) Practical rock engineering. A.A. Balkema, Rotterdam

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