Abstract
This paper presents a study of the failure mechanism and control measures for a landslide at Dagushan Waste Dump. In addition to a summary of the site geological conditions, the observed landslide shape is described based on site investigations. It is shown that the dominant causes of the slope stability problem are softened silty clay due to rainfalls and the mechanical vibrations of a concrete batching plant at the slope toe. Failure mechanism analyses were performed by base friction test, which showed that the failure mode of Dagushan Waste Dump is a collapse-traction-push type landslide. Dump stability analyses were performed using the limit equilibrium method, which showed that safety factors of the waste dump decrease with the increase of water content of silty clay, and with the increase of average vibration acceleration of mechanical vibrations. The water content of silty clay has a much greater influence on dump stability than the average vibration acceleration. Remedial measures to stabilize the unstable zones include slope resha**, platform compacting, drainage system ameliorating, and cracks filling. The results indicate that these measures are effective in controlling the landslide.
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References
Alejano LR, Ferrero AM, Ramírez-Oyanguren P, lvarez Ferna´ndez MIA´ (2011) Comparison of limit-equilibrium, numerical and physical models of wall slope stability. Int J Rock Mech Min Sci 48(1):16–26
Al-Homoud AS, Tahtamoni WW (2000) SARETL: an expert system for probabilistic displacement-based dynamic 3-D slope stability analysis and remediation of earthquake triggered landslides. Environ Geol 39(8):849–874
Behera PK, Sarkar K, Singh AK, Verma AK, Singh TN (2016) Dump slope stability analysis—a case study. J Geol Soc India 88(6):725–735
Cheng YM, Yip CJ (2007) Three-dimensional asymmetrical slope stability analysis extension of Bishop’s, Janbu’s, and Morgenstern—price’s techniques. J Geotech Geoenviron Eng 133(12):1544–1555
Cho YC, Song YS (2014) Deformation measurements and a stability analysis of the slope at a coal mine waste dump. Ecol Eng 68(7):189–199
Duncan JM (1996) State of the art: limit equilibrium and finite-element analysis of slopes. J Geotech Eng 123(9):577–596
Fern EJ, Lange DAD, Zwanenburg C, Teunissen JAM, Rohe A, Soga K (2017) Experimental and numerical investigations of dyke failures involving soft materials. Eng Geol 219:130–139
GEO-SLOPE (2007) International Ltd, SLOPE/W for slope stability analysis, getting started guide, Canada
Grget G, Ravnjak K, Krpan M (2014) Slope remediation methodology on the Zagreb-Macelj highway. Road & rail infrastructure III
Han L, Shu J, Cai Q, **g H, Tian H (2016) Mechanical characteristics of dip basement effects on dump stability in the Shengli open pit mine in Inner Mongolia China. Arabian J Geosci 9(20):750
Kasmer O, Ulusay R, Gokceoglu C (2005) Spoil pile instabilities with reference to a strip coal mine in Turkey: mechanisms and assessment of deformations. Environ Geol 49(4):570–585
Lenhart T, Eckhardt K, Fohrer N, Frede H-G (2002) Comparison of two different approaches of sensitivity analysis. Phys Chem Earth 27(9–10):645–654
Liu HE, Guang WU, Wang H (2012) Study of base friction simulation tests based on a complicated engineered bridge slope. Front Struct Civil Eng 6(4):393–397
Lv WL, Li J, Yan YF, Gao S (2014) The application of 3D mine in Lan Jian Orefield of Panzhihua Vanadic Titanomagnetite. Adv Mater Res 868:3–6
Nilsen B (2017) Rock slope stability analysis according to Eurocode 7, discussion of some dilemmas with particular focus on limit equilibrium analysis. Bull Eng Geol Env 76:1229–1236
Osouli A, Zamiran S (2017) The effect of backfill cohesion on seismic response of cantilever retaining walls using fully dynamic analysis. Comput Geotech 89:143–152
Poulsen B, Khanal M, Rao AM, Adhikary D, Balusu R (2014) Mine overburden dump failure: a case study. Geotech Geol Eng 32(2):297–309
Rai R, Kalita S, Gupta T, Gupta T, Shrivastva BK (2012) Sensitivity analysis of internal dragline dump stability: finite element analysis. Geotech Geol Eng 30(6):1397–1404
Ren W, Li XC, Wang SQ, Shi L (2012) Model test study on failure process and stability of dump site. Metal Mine 41(8):28–33
Sloan SW (2013) Geotechnical stability analysis. Geotechnique 63(7):531–572
Song YS, Cho YC (2017) Field monitoring to measure deformation of a mine waste-dump slope. In: 4th the workshop on world landslide forum, Springer, Cham, pp 365–370
Steiakakis E, Kavouridis K, Monopolis D (2009) Large scale failure of the external waste dump at the “South Field” lignite mine Northern Greece. Eng Geol 104(3):269–279
Wang DX (2015a) Analysis and control measures of slope stability in Zhahanao’er open-pit mine stope and dump. Opencast Min Technol 8:1–3
Wang J (2015b) Study on failure mechanism of the external waste dump with water-immersed basement and its control technology. China University of Mining and Technology, Bei**g
Wang JC, Chen C (2016) Stability analysis of slope at a disused waste dump by two-wedge model. Int J Min Reclam Environ 31(8):1–14
Wang JC, Chen C (2017) Three dimension back analysis for stability of slope dumped on weak basement. J China Univ Min Technol 46(3):474–479
Wang G, Kong X, Gu Y, Yang C (2011) Research on slope stability analysis of super-high dum** site based on cellular automaton. Procedia Eng 12:248–253
Wang JC, Sun SW, Chen C (2014) Geo-mechanical model experiment research of dum** site on loess basement. J China Coal Soc 39(5):861–867
Wang SN, Xu WY, Liu JY (2018) Stability and failure mechanism analyses of the Zhenggang landslide in Southwestern China. Adv Civil Eng 2018:1–16
Xu Q, Zhang XD, Zheng G (2009) Failure mode and stability analysis of left bank abutment high slope at **** I hydropower station. Chin J Rock Mech Eng 28(6):1183–1192
Acknowledgements
This work was supported by the National Key Research and Development Plan (No. 2017YFC1503103) and the National Natural Science Fund of China (No. 51574245). We would like to express our gratitude to the editors and reviewers for their constructive and helpful comments.
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Wang, Yk., Sun, Sw. & Liu, L. Mechanism, Stability and Remediation of a Large Scale External Waste Dump in China. Geotech Geol Eng 37, 5147–5166 (2019). https://doi.org/10.1007/s10706-019-00969-z
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DOI: https://doi.org/10.1007/s10706-019-00969-z