Response of a loess landslide to rainfall: observations from a field artificial rainfall experiment in Bailong River Basin, China

• Published in: Landslides 2018-05, Vol.15 (5), p.895-911
• Main Authors: Chen, Guan, Meng, Xingmin, Qiao, Liang, Zhang, Yi, Wang, Siyuan
• Format: Article
• Language: English
• Subjects: Agriculture; Civil Engineering; Displacement; Earth; Earth and Environmental Science; Earth pressure; Earth Sciences; Electrical resistivity; Geography; Hydrology; Hydrostatic pressure; Infiltration; Landslides; Landslides & mudslides; Loess; Moisture content; Natural Hazards; Natural slope; Original Paper; Pore pressure; Pore water; Pore water pressure; Preferential flow; Rain; Rainfall; Rainfall infiltration; Rainfall simulators; Rainmaking; Risk assessment; River basins; Rivers; Runoff; Shear; Simulated rainfall; Soil; Soil conditions; Soil moisture; Soil water; Surface runoff; Tomography; Water content; Water pressure
• ISSN: 1612-510X; 1612-5118
• DOI: 10.1007/s10346-017-0924-6

Rainfall-induced landslides are a significant hazard in many areas of loess-covered terrain in Northwest China. To investigate the response of a loess landslide to rainfall, a series of artificial rainfall experiments were conducted on a natural loess slope, located in the Bailong River Basin, in southern Gansu Province. The slope was instrumented to measure surface runoff, pore water pressure, soil water content, earth pressure, displacement, and rainfall. The hydrological response was also characterized by time-lapse electrical resistivity tomography. The results show that most of the rainfall infiltrated into the loess landslide, and that the pore water pressure and water content responded rapidly to simulated rainfall events. This indicates that rainfall infiltration on the loess landslide was significantly affected by preferential flow through fissures and macropores. Different patterns of pore water pressure and water content variations were determined by the antecedent soil moisture conditions, and by the balance between water recharge and drainage in the corresponding sections. We observed three stages of changing pore water pressure and displacement within the loess landslide during the artificial rainfall events: Increases in pore water pressure initiated movement on the slope, acceleration in movement resulting in a rapid decrease in pore water pressure, and attainment of a steady state. We infer that a negative pore water pressure feedback process may have occurred in response to shear-induced dilation of material as the slope movement accelerated. The process of shear dilatant strengthening may explain the phenomenon of semi-continuous movement of the loess landslide. Shear dilatant strengthening, caused by intermittent or continuous rainfall over long periods, can occur without triggering rapid slope failure.