FEM application to loess slope excavation and support: case study of Dong Loutian coal bunker, Shuozhou, China

Author:

Li Zhi Qing,Oyediran Ibrahim Adewuyi,Tang Chuan,Hu Rui Lin,Zhou Ying Xin

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference18 articles.

1. Ataei M, Bodaghabadi S (2008) Comprehensive analysis of slope stability and determination of stable slopes in the Chador–Malu iron ore mine using numerical and limit equilibrium methods. J China Univ Min Technol 18(4):488–493

2. Brencich A (2010) A Deep trench, landslide and effects on the foundations of a residential building: A case study. Eng Struct 32:1821–1829

3. Chen XP (2011) Research on stability of an excavated high slope. Appl Mech Mater 90:377–382 (in Chinese)

4. Chen JX, Xuan JJ, Qiao X (2011) Numerical simulation of support action of systematic anchorage bolts in shallow-buried loess tunnel. J Chang’an Univ (Nat Sci Edn) 31(1):59–62 (in Chinese)

5. Guo J, Wang QC (2012) The numerical simulation analysis of excavation process of loess tunnel. Adv Mater Res 383:6594–6600

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