Investigations on Creep Behavior and Fractal Derivative Constitutive Model of Sandstone under Different Drying-Wetting Cycles
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-021-0083-0.pdf
Reference33 articles.
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2. Butscher C (2012) Steady-state groundwater inflow into a circular tunnel. Tunnelling and Underground Space Technology 32:158–167
3. Cao P, Youdao W, Yixian W, Haiping Y, Bingxiang Y (2016) Study on nonlinear damage creep constitutive model for high-stress soft rock. Environmental Earth Sciences 75(10):900–907, DOI: https://doi.org/10.1007/s12665-016-5699-x
4. Chen G, Li T, Wang W, Zhu Z, Chen Z, Tang O (2019) Weakening effects of the presence of water on the brittleness of hard sandstone. Bulletin of Engineering Geology and the Environment 78(3):1471–1483, DOI: https://doi.org/10.1007/s10064-017-1184-3
5. Du B, Cheng Q, Miao L, Wang J, Bai H (2021) Experimental study on influence of wetting-drying cycle on dynamic fracture and energy dissipation of red-sandstone. Journal of Building Engineering 44:102619
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