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Experimental analysis for the dynamic initiation mechanism of debris flows

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Abstract

Debris flow is one of the major secondary mountain hazards following the earthquake. This study explores the dynamic initiation mechanism of debris flows based on the strength reduction of soils through static and dynamic triaxial tests. A series of static and dynamic triaxial tests were conducted on samples in the lab. The samples were prepared according to different grain size distribution, degree of saturation and earthquake magnitudes. The relations of dynamic shear strength, degree of saturation, and number of cycles are summarized through analyzing experimental results. The findings show that the gravelly soil with a wide and continuous gradation has a critical degree of saturation of approximately 87%, above which debris flows will be triggered by rainfall, while the debris flow will be triggered at a critical degree of saturation of about 73% under the effect of rainfall and earthquake (M>6.5). Debris flow initiation is developed in the humidification process, and the earthquake provides energy for triggering debris flows. Debris flows are more likely to be triggered at the relatively low saturation under dynamic loading than under static loading. The resistance of debris flow triggering relies more on internal frication angle than soil cohesion under the effect of rainfall and earthquake. The conclusions provide an experimental analysis method for dynamic initiation mechanism of debris flows.

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References

  • Anderson SA, Sitar N (1995) Analysis of rainfall-initiated debris flows. Journal of Geotechnical Engineering 121(7): 544–552. DOI: 10.1061/(ASCE)0733-9410(1995)121:7(544)

    Article  Google Scholar 

  • Cui P (1992) Studies on condition and mechanism of debris flows by means of experiment. Chinese Science Bulletin 37(9): 759–763.

    Google Scholar 

  • Cui P (1993) The sudden change properties of debris flows initiation. Journal of Natural Disasters 2(1): pp 53–61.

    Google Scholar 

  • Cui P, Wei FQ, He SM, et al. (2008) Mountain disaster induced by the earthquake of May 12 in Wenchuan and disasters mitigation. Journal of Mountain Research 26(3):280–282. (In Chinese) DOI 10.1007/s10346-009-0160-9

    Google Scholar 

  • Cui P, Chen XQ, Zhu YY, et al. (2011) The Wenchuan Earthquake (12 May 2008), Sichuan Province, China and resulting geohazards. Natural Hazard 56(1): 19–36. DOI: 10.1007/s11069-009-9392-1.

    Article  Google Scholar 

  • Cui P, Zhuang JQ, Cheng XC (2010) Characteristics and countermeasures of debris flows in Wenchuan area after the earthquake. Journal of Sichuan University 42(5): 10–18. (In Chinese)

    Google Scholar 

  • Cui P, Xiang LZ, Zou Q (2013) Risk assessment of highways affected by debris flows in Wenchuan Earthquake area. Journal of Mountain Science 10(2): 173–189. DOI: 10.1007/s11629-013-2575-y.

    Article  Google Scholar 

  • Chen H, Lee CF (2000) Numerical simulation of debris flows. Canadian Geotechnical Journal 37(1):146–160.

    Article  Google Scholar 

  • Chen H, Su DI (2001) Geological factors for hazardous debris flows in Hoser, central Taiwan. Environmental Geology 40: 1114–1124. DOI: 10.1007/s002540100312

    Article  Google Scholar 

  • Chen NS, Cui P, Chen R, et al. (2002) The distribution and characteristics of debris flows along Sino-Nepal highway. Journal of Geological Hazard and Control 13 (1): 44–48. (In Chinese)

    Google Scholar 

  • Chen H, Lee CF, Relation KT (2004) Causative mechanisms of rainfall-initiated fill slope failures. Journal of Geotechnical and Geoenvironmental Engineering, ASCE 130(6): 593–602.

    Article  Google Scholar 

  • Cheng NS, Cui P, Wang XY, Di BF (2004) Testing study on strength reduction of gravelly soil in triggering area of debris flows under earthquake. Chinese Journal of Rock Mechanics and Engineering 23(16): 2743–2747. (In Chinese)

    Google Scholar 

  • Chen NS, Zhang F (2006) The movement and deposit characteristics of typical catastrophic debris flows by rainstorm in the mountainous area of southwestern China. Scientia Geographica Sinica 26(6): 1–5.

    Google Scholar 

  • Chen NS, Zhou W, Yang CL, et al. (2010) The processes and mechanism of failure and debris flows initiation for gravel soil with different clay content. Geomorphology 121: 222–230. DOI: 10.1016/j.geomorph.2010.04.017

    Article  Google Scholar 

  • Dai F, Lee CF, Wang S (1991) Analysis of rainstorm-initiated slide-debris flows on natural terrain of Lantau Island, Hong Kong. Engineering Geology 51: 279–290.

    Google Scholar 

  • Dai FC, Lee CF, Wang SJ et al. (1999) Stress-Strain behaviour of a loosely compacted volcanic-derived soil and its significance to rainfall-included fill slope failures. Engineering Geology 53: 359–370.

    Article  Google Scholar 

  • David RM, Schmidt KM, Dietrich WE, Mckean J (2009) Instrumental record of debris flows initiation during natural rainfall: implications for modeling slope stability. Journal of Geophysical Research: Earth Surface 114: F01031. DOI: 10.1029/2008JF001078.

    Google Scholar 

  • Das BM (2009) Principles of geotechnical engineering. Cengage learning, Stamford, USA.

    Google Scholar 

  • Fleming RW, Ellen SD, Algus MA (1989) Transformation of dilative and contractive landslide debris into debris flows-An example from Marin County, California. Engineering Geology (Amsterdam) 27: 201–223.

    Article  Google Scholar 

  • Gregoretti C (2000a) The initiation of debris flows at high slopes: experimental results. Journal of Hydraulic Research 38(2): 83–88. DOI: 10.1080/00221680009498343.

    Article  Google Scholar 

  • Gregoretti C (2000b) Experimental evidence from the triggering of debris flows along a granular slope. Journal of Physical and Chemistry on Earth (B) 25(4): 387–390. DOI: 10.1016/S1464-1909(00)00031-9

    Article  Google Scholar 

  • Gregoretti, C., Dalla Fontana, G (2008) The triggering of debris flows due to channel-bed failure in some alpine headwater basins of the Dolomites: analyses of critical runoff. Hydrological Processes 22: 2248–2263. DOI: 10.1002/hyp.6821.

    Article  Google Scholar 

  • Geotechnical Consulting and Testing Systems (2010) GCTS_STX_100 electro-hydraulic servo control bidirectional dynamic triaxial test system manual. GCTS, Arizona, USA.

    Google Scholar 

  • Hu MJ, Wang N, Zhang PC (2001) Primary research on the effect of rainfall on landslide-take the slope piled by old landslide in Jianghjiagou valley as example. Journal of Geotechnical Engineering 23(4): 454–457. (In Chinese)

    Google Scholar 

  • Iverson RM (1997a) The physics of debris flowss. Reviews of Geophysics 35(3): 245–296.

    Article  Google Scholar 

  • Iverson RM, Reid ME, LaHusen RG (1997b) Debris-flow mobilization from landslides. Annual Review of Earth and Planetary, Sciences 25: 85–138.

    Article  Google Scholar 

  • Iverson NR, Manna JE, Iverson RM (2010) Effects of soil aggregates on debris-flow mobilization: Results from ringshear experiments. Engineering Geology 114(1-2): 84–92. DOI: 10.1016/j.enggeo.2010.04.006

    Article  Google Scholar 

  • Kean JW, McCoy SW, Tucker GE, et al. (2013) Runoff-generated debris flowss: observations and modeling of surge initiation, magnitude and frequency. Journal of Geophysical Research 118: 2190–2207.DOI: 10.1029/jgrf20148

    Google Scholar 

  • Li C, Zhu WH, Lu XB, Cui P (2010) Studied on landslide translating into debris flows under rainfall. Journal of Civil Engineering 43: 371–376. (In Chinese)

    Google Scholar 

  • Li C, Zhu WH, Lu XB (2013) Study on the seepage-induced debris flow initiation under the rainfall action for slope loose soil. International Association of Chinese Geotechnical Engineers (IACGE): 112–119. DOI: 10.1061/9780784413128.014

    Google Scholar 

  • Luna BQ, Remaître A, van Asch Th WJ, et al. (2012) Analysis of debris flows behavior with a one dimensional run-out model incorporating entrainment. Engineering Geology 128(9): 63–75. DOI: 10.1016/j.enggeo.2011.04.007

    Article  Google Scholar 

  • Major JJ, Iverson RM (1999) Debris-flow deposition: Effects of pore-fluid pressure and friction concentration at flow margins. Geological Society of America Bulletin 111: 1424–1434.

    Article  Google Scholar 

  • McCoy SW, Kean JW, Coe JA, et al. (2012). Sediment entrainment by debris flows: In situ measurements from the headwaters of a steep catchment. Journal of Geophysical Research 117(F3): DOI: 10.1029/2011JF002278

  • Professional Standard of the People’s Republic of China (SL237-1999). Specifications of Soil Test. China Waterpower Press, Beijing, China. (In Chinese)

  • Seed HB, Idriss IM (1971) Simplified procedure for evaluating soil liquefaction potential. Journal of the Soil Mechanics and Foundations Division. Journal of the Soil Mechanics and Foundations Division 97(9): 1249–1273.

    Google Scholar 

  • Sassa K (1984) The mechanism starting liquefied landslides and debris flows. IV Int. Symp Landslides, Toronto, Canada 2, 349–354.

    Google Scholar 

  • Sladen JA, D’Hollander RD, Krahm J (1985) The liquefaction of sand, a collapse surface approach. Canadian Geotechnical Journal 22(4): 564–578.

    Article  Google Scholar 

  • Sassa K, Wang GH (2003) Pore-pressure generation and movement of rainfall-initiated landslides: effects of grain size and fine-particle content. Engineering Geology 69(2): 109–125.

    Google Scholar 

  • Takahashi T (1978) The occurrence and flow mechanism of debris flows. Soil Mechanics and Foundation Engineering 26(6): 45–50.

    Google Scholar 

  • Takahashi T (2007) Debris Flows, Mechanics, Prediction and Countermeasures. Taylar & Francis Group, London, UK.

    Book  Google Scholar 

  • Tang C, Liang JT (2008) Characteristics of debris flows in Beichuan epicenter of the Wenchuan Earthquake triggered by rainstorm on September 24, 2008. Journal of Geology Engineering 16(6): 751–758.

    Google Scholar 

  • Tang C, Zhu J, Li WL, Liang JT (2009) Rainfall-triggered debris flows following the Wenchuan earthquake. Bulletin of Engineering Geology and the Environment 68(2): 187–194. DOI: 10.1007/s10064-009-0201-6

    Article  Google Scholar 

  • Wang GH, Sassa K (2003) Pore-pressure generation and movement of rainfall initiated landslides: effects of grain size and fine-particle content. Engineering Geology 69: 109–125. DOI: 10.1016/S0013-7952(02)00268-5

    Article  Google Scholar 

  • Wena BP, Aydinb A (2005) Mechanism of a rainfall-initiated slide-debris flows: Constraints from microstructure of its slip zone. Engineering Geology 78: 69–88.

    Article  Google Scholar 

  • Wu ZH, Barosh PJ, Zhang ZC, Liao HJ (2012) Effects from the Wenchuan Earthquake and seismic hazard in the Longmenshan Mountains at the eastern margin of the Tibetan Plateau. Engineering Geology (143-144): 28–36. DOI: 10.1016/j.enggeo.2012.06.006

    Article  Google Scholar 

  • Wang JJ, Zhao D, Liang Y, Wen HB (2013) Angle of repose of landslide debris deposits initiated by 2008 Sichuan Earthquake. Engineering Geology 156(1): 103–110.

    Article  Google Scholar 

  • Wang J, Zhang H, Tang S, Liang Y (2013) Effects of particle size distribution on shear strength of accumulation soil. Journal of Geotechnical and Geoenvironmental Engineering, DOI: 10.1061/(ASCE)GT.1943-5606.0000931.

    Google Scholar 

  • Yang CL, Chen NS, Deng MF, Zhou W (2011) Experimental study of the influence of the clay content on the gravel soil mass from the upstream area of a debris flow. Journal of Chengdu University of Technology 38(5): 522–528. (In Chinese)

    Google Scholar 

  • Zhu JH, Anderson SA (1998) Determination of shear strength of Hawaiian residual soil subjected to rainfall-initiated landslides. Geotechnique 48(1): 73–82.

    Article  Google Scholar 

  • Zhuang JQ, Cui P, Hu KH, et al. (2010). Characteristic of earthquake-triggered landslides and post-earthquake debris flows in Beichuan county. Journal of Mountain Science 7(3): 246–254. DOI: 10.1007/s11629-010-2016-0

    Article  Google Scholar 

  • Zhuang JQ (2011) Study the mechanism of debris flows based on field experiment post earthquake environment. Ph. D thesis, Chinese Academy of Sciences. Chengdu, China. (In Chinese)

    Google Scholar 

  • Zhu WH (2011) Mechanisms of slope instability and the starting of debris-flow under the complex function of rainfall and earthquake. Master thesis, Inner Mongolia University of Technology, Inner Mongolia, China. (In Chinese)

    Google Scholar 

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Correspondence to Chi Li.

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http://orcid.org/0000-0001-9150-7517

http://orcid.org/0000-0001-5383-4859

http://orcid.org/0000-0002-1317-4742

http://orcid.org/0000-0002-7371-0455

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http://orcid.org/0000-0003-2899-0045

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Li, C., Zhu, Wh., Li, L. et al. Experimental analysis for the dynamic initiation mechanism of debris flows. J. Mt. Sci. 13, 581–592 (2016). https://doi.org/10.1007/s11629-014-3258-z

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  • DOI: https://doi.org/10.1007/s11629-014-3258-z

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