Stability analysis of shield operation based on expansive geotechnical environment
Author:
Publisher
Springer Science and Business Media LLC
Subject
General Earth and Planetary Sciences,General Environmental Science
Link
http://link.springer.com/content/pdf/10.1007/s12517-019-4757-6.pdf
Reference8 articles.
1. Chen KH, Zhang Z, Liao SM, Peng FL (2016) Durability of joint components of shield tunnel under high water pressure in erosion environment ☆. Procedia Eng 165:282–289
2. Dong JG, Xu GY, Lv HB, Yang JY (2019) Prediction of expansive soil strength based on micro-scale properties. Geotech Geol Eng 37(2):869–882
3. Hashemnejad A, Hassanpour J (2017) Proposed soil classification based on the experiences of soft-ground tunneling in Iran. Bull Eng Geol Environ 76(2):731–750
4. Huang HW, Zhang DM (2016) Resilience analysis of shield tunnel lining under extreme surcharge: Characterization and field application. Tunn Undergr Space Technol Incorporating Trenchless Technology Research 51:301–312
5. Liang Q, Yao C, Xu J (2017) Upper bound stability analysis of shield tunnel face in nonhomogeneous and anisotropic soils. Indian Geotech J 47(3):1–11
Cited by 2 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献
1. Effect of loess and paleosol distribution on tunnel stability in thick paleosol strata of Chinese Loess Plateau;Acta Geotechnica;2024-02-08
2. Face stability of the slurry shield–driven tunnel with an impermeable filter cake in saturated medium sand;Arabian Journal of Geosciences;2021-07-26
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