Abstract
This paper will present a detailed analysis of the deformation mechanism and stability assessment of the slope through field investigations, numerical modeling and measurements. Field investigation indicated that three thin coal seams encountered large mined-out area at one side and free surface of hill slope at the other side, which lead to the caving of roof strata movement, ground movement and crown crack along the preferred orientations of joints. The three-dimensional numerical modeling study on the case demonstrated that the plasticity failure occurred gradually along with the extension of mined-out area in depth. When the depth of mining reached the verge defined by the seismic prospecting method, a large mount of tension failure occurred on the crown of the slope. The factor of safety was 1.36 calculated by the shear strength reduction technique, which indicated the slope was in stable state. The measurement showed that the residual deformation occurred before 1998 and became stable subsequently, which indicated that the residual deformation almost finished and the slope is in stable state.
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References
Dawson E M, Roth W H, Drescher A, 1999. Slope stability analysis by strength reduction. Geotechnique, 49(6): 835–840.
Deng J H, Tham L G, Lee C F, Yang Z Y, 2007. Three-dimensional stability evaluation of a preexisting landslide with multiple sliding directions by the strength-reduction technique. Can. Geotech. J., 44: 343–354.
Duncan J M, 1996. State of the art: Limit equilibrium and finite element analysis of slopes. Journal of Geotechnical Engineering ASCE, 122(7): 577–596.
Fan Q X, Wang Y F, 2010. Stability analysis of layered surrounding rock mass of large underground of powerhouse of **angjiaba hydropower station. Chinese Journal of Rock Mechanics and Engineering, 29(7): 1307–1313
Hoek E, Carranza-Torres C, Corkum B, 2002. Hoek-Brown failure criterion (2002 Edition). In: Proc. 5th North American Rock Mechanics Symposium, Toronto, University of Toronto, 267–273.
Hoek E, Diederichs M S, 2006. Empirical estimation of rock mass modulus. Int J Rock Mech Min Sci, 43(2): 203–215.
Holla L, 1997. Ground movement due to longwall mining in high relief areas in New South Wales, Australia. Int J Rock Mech Min Sci, 34(5): 775–787.
Itasca Consulting Group Inc., 2002. FLAC3D-Fast Lagrangian analysis of continual in 3 dimensions (Version 2.1). User’s Manual.
Kinakin D, Stead D, 2005. Analysis of the distributions of stress in natural ridge forms: implications for the deformation mechanisms of rock slopes and the formation of sackung. Geomorphology, 65: 85–100.
Li H J, Dai F C, Li W C, Xu L, Min H, 2011. Stability assessment of a slope under a transformer substation using numerical modeling. Bull Eng Geol Environ, 70: 385–394.
RocScience Inc., 2002. RocScience rocLab (Version 1.010), Toronto.
Singh R, Singh T N, Dhar B B, 1996. Coal pillar loading for shallow mining conditions. Int J Rock Mech Min Sci., 33(8): 757–768.
Xu Q, Huang R Q, Yin Y P, 2009. The **weishan landslide of June 5, 2009 in Wulong, Chongqing: characteristics and failure mechanism. Journal of Engineering Geology, 17(4): 433–444.
Zhong H Y, Li Y, Zeng X X, 2003. Geological engineering study report of Mabukan high steep slope. Research report, Mid-South Design and Research Institute, CHECG, Changsha, China.
Zienkiewicz O C, Humpeson C, Lewis R W, 1975. Associated and nonassociated visco-plasticity in soil mechanics. Geotechnique, 25(4): 671–689.
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Supported by the National Natural Science Foundation of China for Youth (51004065); the National Basic Research Program of China (2012CB724208)
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Li, HJ., Zhong, HY. & Li, WC. Research on stability of a slope due to underground mining. J Coal Sci Eng China 19, 474–482 (2013). https://doi.org/10.1007/s12404-013-0406-y
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DOI: https://doi.org/10.1007/s12404-013-0406-y