globalchange  > 气候变化与战略
DOI: 10.1007/s11069-020-04075-9
论文题名:
Field and numerical investigations on triggering mechanism in typical rainfall-induced shallow landslides: a case study in the Ren River catchment, China
作者: Wei X.; Fan W.; Chai X.; Cao Y.; Nan Y.
刊名: Natural Hazards
ISSN: 0921030X
出版年: 2020
卷: 103, 期:2
起始页码: 2145
结束页码: 2170
语种: 英语
中文关键词: Conceptual hydrological model ; Hydrological monitoring ; Infinite slope model ; Slope geomorphology ; Variably saturated flow
英文关键词: calibration ; hydrological modeling ; landslide ; numerical model ; pore pressure ; rainfall-runoff modeling ; soil water ; water content ; Hedmark ; Norway ; Rena River
英文摘要: A combined field hydrological monitoring and hydro-mechanical numerical investigation into the triggering mechanism in rainfall-induced shallow landslides was proposed and carried out in the Ren River catchment of central China, considering the effect of predisposing geological conditions. Based on the seasonal monitored data of shallow soils, hydrological behaviors of the slope were obtained and it facilitates the development of conceptual hydrological models. A calibrated hydrological model was then obtained by comparing the event-based results of both the monitored and simulated variation in soil water content/pore pressure. Then, this calibrated hydrological model was extended to reconstruct a seasonal hydrological regime and the corresponding triggering condition of a shallow landslide on the monitored slope in 2010. Local geomorphological and stratigraphic features of the slopes affected by shallow landslides in the Ren River catchment were considered as prediposing factors to impact hydrological behaviors and the corresponding triggering mechanism of a shallow landslide. Additional slope cases with distinctive slope topography and stratigraphic features were reconstructed to carry out seasonal hydrological response modelling and local slope stability analysis. Results indicate that the decreasing matric suction in response to rainfall infiltration at shallow depth is the main trigger for those landslides on planar and concave slopes with relatively thick soil mantle. A stratigraphic discontinuity that the presence of a steep rock scrap leads to the pinching out of a soil layer on a convex slope, narrows the drainage channel and possibly leads to a significant accumulation of a perched water table. The infinite slope model, considering the evaluated pore pressure at different depths and local geological conditions can be effectively applied to reconstruct the shallow landslide occurrences during the rainstorm event in 2010. © 2020, Springer Nature B.V.
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资源类型: 期刊论文
标识符: http://119.78.100.158/handle/2HF3EXSE/168796
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作者单位: Department of Geological Engineering, Chang’an University, No. 126 Yanta Road, Xi’an, Shaanxi 710054, China; Key Laboratory of Western China’s Mineral Resources and Geological Engineering, Ministry of Education, No. 126 Yanta Road, Xi’an, Shaanxi 710054, China; China electronic research institute of engineering investigations and design, No. 11 Xinyi Road, Xi’an, Shaanxi 710054, China

Recommended Citation:
Wei X.,Fan W.,Chai X.,et al. Field and numerical investigations on triggering mechanism in typical rainfall-induced shallow landslides: a case study in the Ren River catchment, China[J]. Natural Hazards,2020-01-01,103(2)
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