Irrigation-induced loess flow failure in Heifangtai Platform, North-West China

• Published in: Environmental earth sciences 2012-07, Vol.66 (6), p.1707-1713
• Main Authors: Xu, L, Dai, F. C, Gong, Q. M, Tham, L. G, Min, H
• Format: Article
• Language: English
• Subjects: Biogeosciences; Earth and Environmental Science; Earth Sciences; Electric power; Environmental science; Environmental Science and Engineering; Geochemistry; Geology; gravity; Groundwater; Hydrology/Water Resources; Irrigation; laboratory techniques; Laboratory tests; Landslides; Landslides & mudslides; Liquefaction; Loess; mass flow; perched water table; Power plants; Slope stability; soil; Special Issue; Terrestrial Pollution; Water table
• ISSN: 1866-6280; 1866-6299
• DOI: 10.1007/s12665-011-0950-y

Because the construction of dams and hydro-electric power stations of Liujiaxia and Yanguoxia across the Yellow River in West Gansu Province, North-West China, inhabitants in the reservoir areas were resettled in Heifangtai Loess Platform. Irrigation thus started in 1968. Perched water table was significantly raised and resulted in many loess flow failures in the past 30 years. This type of landslide was often featured by long runout distance, high speed and recurrence. Laboratory tests along ICU and CSD stress paths were performed. It is shown that the loess has a strong strain-softening behavior and instability can occur in drained condition before undrained liquefaction. The failure mechanism of loess flow can be interpreted as the following process: with increasing perched water table, collapse in loess was first triggered in drained condition and led to undrained loading to adjacent soil in the lower saturated part of the loess platform. Under gravity loading applied by upper dry loess, undrained flow failure mobilized, eventually.