Distribution and characteristics of landslide in Loess Plateau: A case study in Shaanxi province

Abstract Every year about one third of the geohazards in China occur in the Loess Plateau causing human loss, damaging gas and oil pipelines, destroying highways, railways and degrading farmland. Field investigation and monitoring, in-situ tests and laboratory experiments were performed to improve our understanding of the factors effecting the distribution, characteristics and causes of loess landslides. First, we find that 79% of the landslides are shallower than10m, 85% have a volume of less than 100,000 m3. Second, landslides on the Loess Plateau occur primarily on concave slope profiles that have slope angles of 20–35° and that face south-east. Third, the equivalent coefficient of friction of loess landslides is very low resulting in long run-out with a low angle sliding surface. Loess landslides generally transform into mud-flows resulting in an increase in volume in transit and forming a geohazard chain. Antecedent rainfall plays an important role in triggering loess landslides. Finally, clusters of landslides in the Loess Plateau occur because the loess easily disintegrates under high pressure due to its loose and highly porous structure. There is a sharp decrease in cohesive strength with increase in deformation and water content and thus landslides tend to undergo static liquefaction during sliding.

[1]  I. Smalley,et al.  Failure mechanisms in loess and the effects of moisture content changes on remoulded strength , 1994 .

[2]  Qiang Xu,et al.  Prediction of rainfall‐induced shallow landslides in the Loess Plateau, Yan'an, China, using the TRIGRS model , 2017 .

[3]  Peter K. Robertson,et al.  Collapse behavior of sand , 1993 .

[4]  Jun Chen,et al.  A rapid loess flowslide triggered by irrigation in China , 2009 .

[5]  Gonghui Wang,et al.  Study of the 1920 Haiyuan earthquake-induced landslides in loess (China) , 2007 .

[6]  Oldrich Hungr,et al.  A model for the runout analysis of rapid flow slides, debris flows, and avalanches , 1995 .

[7]  L. Tham,et al.  Irrigation-induced loess flow failure in Heifangtai Platform, North-West China , 2012, Environmental Earth Sciences.

[8]  Dongsheng Liu,et al.  Loess and the environment , 1985 .

[9]  Jun Yang,et al.  Pore-pressure generation and fluidization in a loess landslide triggered by the 1920 Haiyuan earthquake, China: A case study , 2014 .

[10]  Alec Westley Skempton,et al.  Residual strength of clays in landslides, folded strata and the laboratory , 1985 .

[11]  Giovanni B. Crosta,et al.  On slope instability induced by seepage erosion , 1999 .

[12]  M. Crozier Prediction of rainfall-triggered landslides: a test of the Antecedent Water Status Model , 1999 .

[13]  John P. Wilson,et al.  Terrain analysis : principles and applications , 2000 .

[14]  Xing-min Meng,et al.  Landslides in the thick loess terrain of Northwest China , 2000 .

[15]  Wenwu Chen,et al.  Heavy rainfall triggered loess–mudstone landslide and subsequent debris flow in Tianshui, China , 2015 .

[16]  Robin Fell,et al.  Travel distance angle for "rapid" landslides in constructed and natural soil slopes , 2003 .

[17]  Xianli Xing,et al.  Research on loess flow-slides induced by rainfall in July 2013 in Yan’an, NW China , 2015, Environmental Earth Sciences.

[18]  J. Zhuang,et al.  A coupled slope cutting—a prolonged rainfall-induced loess landslide: a 17 October 2011 case study , 2014, Bulletin of Engineering Geology and the Environment.

[19]  M. Rossi,et al.  Rainfall thresholds for the initiation of landslides in central and southern Europe , 2007 .

[20]  M. Rossi,et al.  The rainfall intensity–duration control of shallow landslides and debris flows: an update , 2008 .

[21]  Yue-ping Yin,et al.  Dynamics, mobility-controlling factors and transport mechanisms of rapid long-runout rock avalanches in China , 2013 .

[22]  Ping Li,et al.  Loess Deposit and Loess Landslides on the Chinese Loess Plateau , 2013 .

[23]  K. Sassa,et al.  PERFORMING UNDRAINED SHEAR TESTS ON SATURATED SANDS IN A NEW INTELLIGENT TYPE OF RING SHEAR APPARATUS , 2003 .

[24]  C. F. Lee,et al.  Assessment of landslide susceptibility on the natural terrain of Lantau Island, Hong Kong , 2001 .

[25]  Ling Xu,et al.  Landslides in a loess platform, North-West China , 2014, Landslides.

[26]  Peng Jianbin THE CRITICAL ISSUES AND CREATIVE CONCEPTS IN MITIGATION RESEARCH OF LOESS GEOLOGICAL HAZARDS , 2014 .

[27]  Fuchu Dai,et al.  Landslide risk assessment and management: an overview , 2002 .

[28]  Yue Liang,et al.  A loess landslide induced by excavation and rainfall , 2014, Landslides.

[29]  Jie Liu,et al.  Controlling factors of loess landslides in western China , 2010 .

[30]  Zhu Y. Y.(朱颖彦),et al.  Relationships between antecedent rainfall and debris flows in Jiangjia Ravine, China , 2007 .

[31]  M. Jakob,et al.  Debris-flow Hazards and Related Phenomena , 2005 .

[32]  G. Guorui Formation and development of the structure of collapsing loess in China , 1988 .

[33]  P. Reichenbach,et al.  Estimating the quality of landslide susceptibility models , 2006 .

[34]  L. Xu,et al.  Analysis of some special engineering-geological problems of loess landslide , 2009 .

[35]  Adrian E. Scheidegger,et al.  On the prediction of the reach and velocity of catastrophic landslides , 1973 .

[36]  Zhang Maosheng LOESS IN CHINA AND LOESS LANDSLIDES , 2007 .

[37]  P. Cui,et al.  Rainfall thresholds for the occurrence of debris flows in the Jiangjia Gully, Yunnan Province, China , 2015 .

[38]  J. E. Gartner,et al.  Storm rainfall conditions for floods and debris flows from recently burned areas in southwestern Colorado and southern California , 2008 .

[39]  Kyoji Sassa,et al.  Undrained dynamic-loading ring-shear apparatus and its application to landslide dynamics , 2004 .

[40]  E. Evans,et al.  Analysis of adhesion of large vesicles to surfaces. , 1980, Biophysical journal.