Research on Creep Deformation and Control Mechanism of Weak Surrounding Rock in Super Large Section Tunnel

Author:

Huang YubingORCID,Zhang Tiantao,Lu Wei,Wei Huayong,Liu Yue,Xiao Yuchi,Zeng Zhaonan

Funder

Natural Science Foundation of China

Hubei Technological Innovation Special Fund

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Reference27 articles.

1. Chen W, Tan X, Lv S et al (2009) Research on large-scale triaxial compressive rheological test of soft rock in depth and its constitutive model Chinese. J Rock Mech Eng 028(009):1735–1744

2. Chen J, Jiang Q, Feng XT et al (2019) Intelligent back analysis of rock mass creep parameters for large under- ground caverns under high in- situ stress based on incremental displacement. J China Coal Soc 44(5):1446–1455

3. Gao Y, Xiao H, Wan B et al (2008) A rheological test of sandstone with perturbation effect and its constitutive relationship study. J Min Saf Eng 27(S1):3180–3185

4. Gao Y, Gao C, Chen X et al (2017) Axial load test study on the perturbation properties of rock rheology. J China Coal Soc 6:4852–4861

5. He M, Guo P (2018) Discussion on problems and countermeasures of rock mechanics and engineering in “one belt and one road.” J Shaoxing Univ (Nat Sci) 38(2):1–9

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