Abstract
A real-time video recording of the 2008 landslide in Nanmu, China is analyzed to reveal information regarding the format, velocity, post-failure characteristics and destructiveness of the slide. This recording indicates that the failure proceeded in three stages. Back analysis has found that colluvial deposits (residual slope deposits and cemented colluvial deposits) in a weakly cemented form were the internal factor that contributed to the failure, and that damage resulting from the Wenchuan earthquake in 2008 and focused rainstorms were the external contributing factors. A field investigation showed that the destructiveness of the slide involved integral pushing damage to the base of man-made structures and damage to buildings from the impact of rolling gravel. In the 5 years following the Nanmu landslide, the local landscape has evolved further with sporadic individual rock falls or local collapses along the sliding bed and boundary. Corresponding prevention practices for the secondary disasters have demonstrated that the combined measures, including the removal of accumulated gravel, installation of a passive prevention net on the sliding bed, construction of an underground diversion culvert and a retaining wall, have been extremely effective and economical during the past 5 years.
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References
Armas I (2014) Diagnosis of landslide risk for individual buildings insights from Prahova Subcarpathians, Romania. Environ Earth Sci 71:4637–4646
Atzeni C, Barla M, Pieraccini M et al (2015) Early warning monitoring of natural and engineered slopes with ground-based synthetic-aperture radar. Rock Mech Rock Eng 48(1):235–246
Barla G, Paronuzzi P (2013) The 1963 Vajont landslide: 50th anniversary. Rock Mech Rock Eng 46:1267–1270
Barla G, Antolini F, Barla M (2013) Slope stabilization in difficult conditions the case study of a debris slide in NW Italian Alps. Landslides 10:343–355
Clerici A, Perego S, Tellini C et al (2010) Landslide failure and runout susceptibility in the upper T. Ceno valley (Northern Apennines, Italy). Nat Hazards 52:1–29
Eberhardt E (2008) Twenty-ninth Canadian geotechnical colloquium: the role of advanced numerical methods and geotechnical field measurements in understanding complex deep-seated rock slope failure mechanisms. Can Geotech J 45:484–510
Elia BD, Picarelli L, Leroueil S et al (1998) Geotechnical characterization of slope movements in structurally complex clay soils and stiff jointed clays. Revista Italian Di Geotechnica 98:5–47
Evans SG (2006) Landslides from massive rock slope failure and associated phenomena. S.G. Evans et al. (eds.) Landslides from Massive Rock Slope Failure. Springer, pp 3–52
Feng XT, Zhang Z, Sheng Q (2000) Estimating mechanical rock mass parameters relating to the Three Gorges Project permanent shiplock using an intelligent displacement back analysis method. Int J Rock Mech Min 37:1039–1054
Foster C, Pennington CVL, Culshaw MG et al (2013) The national landslide database of Great Britain development, evolution and applications. Environ Earth Sci 66:941–953
Francesca B, Ivan C, Paolo M et al (2014) A field experiment for calibrating landslide time-of-failure prediction functions. Int J Rock Mech Min Sci 67:69–77
Froese CR, Moreno F, Jaboyedoff M et al (2009) 25 years of movement monitoring on South Peak, Turtle Mountain understanding the hazard. Can Geotech J 46:256–269
Giani GP, Giacomini A, Migliazza M et al (2004) Experimental and theoretical studies to improve rock fall analysis and protection work design. Rock Mech Rock Eng 37(5):369–389
Haugerud RA (2014) Preliminary interpretation of pre-2014 landslide deposits in the vicinity of Oso, Washington. U.S. Geological Survey Open-File Report 2014–1065, p 4
He KQ, Yang JB, Wang SJ (2005) Analysis of dynamic factors of debris landslide by means of the model of quantitative theory—using the Xintan landslide, China, as an example. Environ Geol 48:676–681
Hsu KJ (1975) On sturzstorms—catastrophic debris streams generated by rockfall. Geol Soc Am Bull 86:129–140
Huang RQ, Liu WH, Zhou JP et al (2010) Experimental field study of movement characteristics of rock blocks falling down a slope. J Earth Sci 21(3):330–339
Hungr O, Leroueil S, Picarelli L (2014) The Varnes classification of landslide types, an update– OldrichHungr. Landslides 11:167–194
Jaedicke C, Eeckhaut MVD, Nadim F et al (2014) Recommendations for the quantitative analysis of landslide risk. Bull Eng Geol Environ 73:209–263
Laura P, Angillieri M (2009) Evolution of a debris-rock slide causing a natural dam the flash flood of Río Santa Cruz, province of San Juan—November 12, 2005. Nat Hazards 50:305–320
Li X, He S, Luo Y, Wu Y (2012) Simulation of the sliding process of Donghekou landslide triggered by the Wenchuan earthquake using a distinct element method. Environ Earth Sci 65:1049–1054
Liu CY, Wu XM, Wu WJ, et al. (1988) Mechanism of Saleshan landslide (in Chinese). In: Xing KD (ed) ProcSymp Landslides. China Railway Press, Lanzhou, p 213–223
Liu Z, Koyi HA, Swantesson J et al (2013) Kinematics and 3-D internal deformation of granular slopes Analogue models and natural landslides. J Struct Geol 53:27–42
Lollino P, Giordan D, Allasia P (2014) The Montaguto earthflow: a back-analysis of the process of landslide propagation. Eng Geo 170:66–79
Miao HB, Yin KL, Li DY (2011) Mechanical analysis for progressive failure of debris landslide. J Mt Sci 8:328–335
Muller JR, Martel SJ (2000) Numerical models of translational landslide rupture surface growth. Pure Appl Geophys 157:1009–1038
Nocilla N, Evangelista A, Santolo A (2009) Fragmentation during rock falls two Italian case studies of hard and soft rocks. Rock Mech Rock Eng 42:815–833
Pastor M, Blanc T, Haddad B et al (2014) Application of a SPH depth-integrated model to landslide run-out analysis. Landslides 11(5):793–812
Shuzui H (2001) Electron microscopy study of hyalomylonites—evidence for frictional melting in landslides. Eng Geol 61:199–219
Wang ZY, Shi WJ, Liu DD (2011) Continual erosion of bare rocks after the Wenchuan earthquake and control strategies. J Asian Earth Sci 40:915–925
Wen BP, Wang SJ, Wang EZ et al (2004) Characteristics of rapid giant landslides in China. Landslides 1:247–261
Wen BP, Aydin A, Duzgoren-Aydin NS et al (2007) Residual strength of slip zones of large landslides in the Three Gorges area, China. Eng Geol 93:82–98
Wu JH, Tsai PH (2011) New dynamic procedure for back-calculating the shear strength parameters of large landslides. Eng Geol 123:129–147
Yilmaz I, Ekemen T, Yildirim M et al (2006) Failure and flow development of a collapse induced complex landslide the 2005 Kuzulu (Koyulhisar, Turkey) landslide hazard. Environ Geol 49:467–476
Yuan YF (2008) Impact of intensity and loss assessment following the great Wenchuan Earthquake. Earthq Eng Eng Vib 7:247–254
Zhang YJ, Chen LZ, Xing AG, et al (2013) Dynamic simulation and analysis of high-speed and long run-out landslide triggered by the Wenchuan Earthquake, China. In: Ugai K, et al. (eds.) Earthquake-induced landslides. Springer, Berlin, Heidelberg, p 567–574
Zhang J, Gurung DR, Liu R et al (2015) Abe Barek landslide and landslide susceptibility assessment in Badakhshan Province, Afghanistan. Landslides 12:597–609
Acknowledgments
The authors gratefully acknowledge the financial support from the National Natural Science Foundation of China (grant no. 51379202 and no. 41172284), and Nation Key Basic Research Program of China (No. 2013CB036405). In particular, the authors also wish to thank Prof. J. Hou and Mr. T.B. Xiang for their kind help during the field investigation and technical support. The authors would also like to give their thanks for the reviewer’s comments and suggestions.
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Jiang, Q., Chan, D., Xiong, J. et al. Back analysis of a debris landslide based on a real-time video recording: sliding process and post-slide investigation. Bull Eng Geol Environ 75, 647–658 (2016). https://doi.org/10.1007/s10064-015-0831-9
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DOI: https://doi.org/10.1007/s10064-015-0831-9