The Application of the Strength Reduction Shortest Path Method to the Stability Analysis of Shallow Buried Tunnel

Author:

Wang Wei,Zhang Jiaqi,Li Ao

Publisher

Springer Science and Business Media LLC

Subject

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

Reference32 articles.

1. Abra O, Ftima MB (2020) Development of a new design approach of reinforced concrete structures based on strength reduction method. Eng Struct 207:110192

2. Bai B, Yuan W, Li X (2014) A new double reduction method for slope stability analysis. J Central South Univ 21(3):1158–1164

3. Bing B, Wei Y, Shi Lu et al (2015) A kind of double reduction method and classical strength reduction method. Rock Soil Mech 36(5):1275–1281

4. Hammah R, Yacoub Cg,  Corkum CB, Curran CJ (2005) A comparison of finite element slope stability analysis with conventional limit-equilibrium investigation. In: Proceedings of the 58th Canadian geotechnical and 6th joint IAH-CNC and CGS groundwater specialty conferences

5. Isakov A, Moryachkov Y (2014) Estimation of slope stability using two-parameter criterion of stability. Int J Geomech 14(3):613–624

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