Developing a two-step improved damage creep constitutive model based on soft rock saturation-loss cycle triaxial creep test-Reference-Cited by-同舟云学术

Developing a two-step improved damage creep constitutive model based on soft rock saturation-loss cycle triaxial creep test

Published:2021-05-12 Issue:2 Volume:108 Page:2265-2281
ISSN:0921-030X
Container-title:Natural Hazards
language:en
Short-container-title:Nat Hazards

Author:

Li Anrun,Deng Hui,Zhang Haojie,Jiang Mingliang,Liu Hanhan,Xiao Yuyue,Wen Jing

Funder

Innovative Research Group Project of the National Natural Science Foundation of China

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Atmospheric Science,Water Science and Technology

Link

https://link.springer.com/content/pdf/10.1007/s11069-021-04779-6.pdf

Reference44 articles.

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4. Chen L, Liu JF, Wang CP et al (2015) Study on the creep characteristics of Beishan granite under different temperature and stress states. Chin J Rock Mech Eng 34(06):1228–1235

5. Deng HF, Zhou ML, Li JL et al (2016a) Creep degradation mechanism by water–rock interaction in the red-layer soft rock. Arab J Geosci. https://doi.org/10.1007/s12517-016-2604-6

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