Abstract
At 11:40 a.m., December 20, 2015, a catastrophic landslide occurred in Shenzhen, Guangdong, Southeast China. Seventy-seven people were killed, and 33 buildings were buried or damaged, which were in the direct path of the landslide at the Guangming New District. The landslide involved 2.73 million m3 of the municipal solid waste (MSW) and had a horizontal runout distance of 1100 m, over a vertical distance of 113 m, which was equivalent to a Fahrböschung of 6°, and covered an area of 0.38 km2. Basic post-failure characteristics are described in this study. Dynamic simulation software (DANW) and rheological models were used to simulate the runout behavior of the displaced landslide material, in order to provide information for the hazard zonation of similar types of potential MSW landslides. The simulated results revealed that a combination of the frictional model and Voellmy model is able to provide the best performance in simulating this landslide. Also, the results showed that this landslide had a duration of about 50 s, with a maximum velocity of 22.4 m/s. It was expected that these models and parameters could improve the accuracy of future hazard assessments of areas with geological, topographical, and climatic features similar to the Shenzhen Hong’ao landfill.
Similar content being viewed by others
References
Babu GLS, Reddy KR, Srivastava A et al (2010) Reliability analysis of municipal solid waste landfill slopes. In: Proceedings of 6th international congress on environmental geotechnics
Blight GE (2004) A flow failure in a municipal solid waste landfill—the failure at Bulbul, South Africa. In: AW Skempton memorial conference, p 12
Blight GE (2008) Slope failures in municipal solid waste dumps and landfills: a review. Waste Manage Res 26(5):448–463
Boultbee N (2005) Characterization of the Zymoetz river rock avalanche. M.Sc. thesis, Simon Fraser University, Burnaby
Chen H, Lee CF (2003) A dynamic model for rainfall-induced landslides on natural slopes. Geomorphology 51(4):269–288
Chen YM, Gao D, Zhu B et al (2008) Seismic stability and permanent displacement of landfill along liners. Sci China Ser E Technol Sci 51(4):407–423
Crosta GB, Agliardi F (2003) Failure forecast for large rock slides by surface displacement measurements. Can Geotech J 40(1):176–191
Denlinger RP, Iverson RM (2004) Granular avalanches across irregular three-dimensional terrain: 1. Theory and computation. J Geophys Res Earth Surf 109(F1):1–14
Eid HT, Stark TD, Evans WD et al (2000) Municipal solid waste slope failure. I: waste and foundation soil properties. J Geotechn Geoenviron Eng 126(5):397–407
GEO (2011) Guidelines on the assessment of debris mobility for channelised debris flows. GEO technical guidance note No. 29. Geotechnical Engineering Office, Civil Engineering and Development Department, The Government of the Hong Kong Special Administrative Region
GEO (2012) Guidelines on assessment of debris mobility for open hillslope failures. GEO technical guidance note No. 34. Geotechnical Engineering Office, Civil Engineering and Development Department, The Government of the Hong Kong Special Administrative Region
GEO (2013) Guidelines on the assessment of debris mobility for failures within topographic depression catchments. GEO technical guidance note No. 38. Geotechnical Engineering Office, Civil Engineering and Development Department, The Government of the Hong Kong Special Administrative Region
Huang Y, Zhu CQ (2014) Simulation of flow slides in municipal solid waste dumps using a modified MPS method. Nat Hazards 74:491–508
Huang Y, Dai ZL et al (2013) SPH-based numerical simulations of flow slides in municipal solid waste landfills. Waste Manage Res 31(3):256–264
Hungr O (1995) A model for the runout analysis of rapid flow slides, debris flows, and avalanches. Can Geotech 32(4):610–623
Hungr O, Evans SG (1996) Rock avalanche runout prediction using a dynamic model. In: Proceedings of the 7th international symposium on landslides, vol. 17, Trondheim, p 21
Hungr O, McDougall S (2009) Two numerical models for landslide dynamic analysis. Comput Geosci 35(5):978–992
Hungr O, Dawson RF, Kent A et al (2002) Rapid flow slides of coal-mine waste in British Columbia, Canada. Rev Eng Geol 15:191–208
Hungr O, Corominas J, Eberhardt E (2005) State of the art paper #4, estimating landslide motion mechanism, travel distance and velocity. Landslide risk management. Proceedings, Vancouver conference. Taylor and Francis Group, London, pp 99–128
Hutchinson JN (1977) Assessment of the effectiveness of corrective measures in relation to geological conditions and types of slope movement. Bull Int Assoc Eng Geol 16:131–155
Koerner RM, Soong TY (2000) Stability assessment of ten large landfill failures. Geotech Spec Publ 103:1–38
Koerner RM, Koerner GR, Eith AW et al (2008) Geomembrane temperature monitoring at dry and wet landfills. In: Proceedings of the global waste management symposium, Copper Mountain, Colo, vol. 7410
Lavigne F, Wassmer P, Gomez C et al (2014) The 21 February 2005, catastrophic waste avalanche at Leuwigajah dumpsite, Bandung, Indonesia. Geoenviron Disasters 1(1):1–12
McDougall S, Hungr O (2004) A model for the analysis of rapid landslide motion across three-dimensional terrain. Can Geotech J 41(6):1084–1097
McDougall S, Hungr O (2005) Dynamic modelling of entrainment in rapid landslides. Can Geotech J 42(5):1437–1448
Nocentini M, Tofani V, Gigli G et al (2015) Modeling debris flows in volcanic terrains for hazard mapping: the case study of Ischia Island (Italy). Landslides 12:831
Poisel R, Preh A, Hungr O (2008) Run out of landslides-continuum mechanics versus discontinuum mechanics models. Geomech Tunn 1(5):358–366
Reddy KR, MunwarBasha B (2014) Slope stability of waste dumps and landfills: state-of-the-art and future challenges. In: Proceedings of Indian geotechnical conference IGC-2014 December 18–20, 2014, Kakinada, India, pp 2311–2337
Reddy KR, Kosgi S, Motan ES (1996) Interface shear behavior of landfill composite liner systems: a finite element analysis. Geosynth Int 3(2):247–275
Reddy KR, Hettiarachchi H, Parakalla NS et al (2009) Geotechnical properties of fresh municipal solid waste at Orchard Hills Landfill, USA. Waste Manag 29(2):952–959
Sassa K (1988) Geotechnical model for the motion of landslides. In: Proceedings of 5th international symposium on landslides, BLandslides, Balkema, Rotterdam, vol. 1, pp 37–56
Sassa K, Nagai O, Solidum R et al (2010) An integrated model simulating the initiation and motion of earthquake and rain induced rapid landslides and its application to the 2006 Leyte landslide. Landslides 7(3):219–236
Sassa K, He B, Miyagi T et al (2012) A hypothesis of the Senoumi submarine megaslide in Suruga Bay in Japan—based on the undrained dynamic-loading ring shear tests and computer simulation. Landslides 9(4):439–455
Savage SB, Hutter K (1989) The motion of a finite mass of granular material down a rough incline. J Fluid Mech 199:177–215
Sosio R, Crosta GB, Hungr O (2008) Complete dynamic modeling calibration for the Thurwieser rock avalanche (Italian Central Alps). Eng Geol 100(1–2):11–26
Xing AG, Wang GH, Li B et al (2014) Long-runout mechanism and landsliding behaviour of large catastrophic landslide triggered by heavy rainfall in Guanling, Guizhou, China. Can Geotech J 52(7):971–981
Xing AG, Xu Q, Gan JJ (2015) On characteristics and dynamic analysis of the Niumian valley rock avalanche triggered by the 2008 Wenchuan earthquake, Sichuan, China. Environ Earth Sci 73(7):3387–3401
Xing AG, Wang GH, Yin YP et al (2016a) Investigation and dynamic analysis of a catastrophic rock avalanche on September 23, 1991, Zhaotong. China. Landslides 13(5):1035–1047
Xing A, Xu Q, Zhu Y et al (2016b) The August 27, 2014, rock avalanche and related impulse water waves in Fuquan, Guizhou, China. Landslides 13(2):411–422
Yin YP, Xing A (2012) Aerodynamic modeling of the Yigong gigantic rock slide-debris avalanche, Tibet, China. Bull Eng Geol Environ 71(1):149–160
Yin YP, Wang F, Sun P (2009) Landslide hazards triggered by the 2008 Wenchuan earthquake, Sichuan, China. Landslides 6(2):139–152
Yin YP, Cheng Y, Liang J et al (2016a) Heavy-rainfall-induced catastrophic rockslide-debris flow at Sanxicun, Dujiangyan, after the Wenchuan Ms 8.0 earthquake. Landslides 13(1):9–23
Yin YP, Li Bin, Wang Wenpei et al (2016b) Mechanism of the December 2015 catastrophic landslide at the Shenzhen landfill and controlling geotechnical risks of urbanization. Engineering 2(2):230–249
Zhang M, Yue-ping YIN, Shu-ren W (2010) Development status and prospects of studies on kinematics of long runout rock avalanches. J Eng Geol 18(6):805–817
Zhang YB et al (2015) DDA validation of the mobility of earthquake-induced landslides. Eng Geol 194:38–51
Zhou JW, Cui P, Yang XG (2013) Dynamic process analysis for the initiation and movement of the Donghekou landslide-debris flow triggered by the Wenchuan earthquake. J Asian Earth Sci 76:70–84
Acknowledgements
The authors express their gratitude to Professors Wang Sijing, Xing Aiguo, Feng zhen, and Xu yongqiang, as well as Dr. Wang lei, He kai. Thank you for your kind support and guidance. We are grateful to Prof. O. Hungr for supplying a copy of the DANW software.
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
Gao, Y., Yin, Y., Li, B. et al. Investigation and dynamic analysis of the long runout catastrophic landslide at the Shenzhen landfill on December 20, 2015, in Guangdong, China. Environ Earth Sci 76, 13 (2017). https://doi.org/10.1007/s12665-016-6332-8
Received:
Accepted:
Published:
DOI: https://doi.org/10.1007/s12665-016-6332-8