LI Xiuzhen, ZHANG Xiaohong. A Study of Instability Probability of Rainfall-Induced Landslides Based on Mein-Larson Infiltration Model[J]. Bulletin of Soiland Water Conservation, 2017, 37(1): 219-223.
DOI:
LI Xiuzhen, ZHANG Xiaohong. A Study of Instability Probability of Rainfall-Induced Landslides Based on Mein-Larson Infiltration Model[J]. Bulletin of Soiland Water Conservation, 2017, 37(1): 219-223. DOI: 10.13961/j.cnki.stbctb.2017.01.039.
A Study of Instability Probability of Rainfall-Induced Landslides Based on Mein-Larson Infiltration Model
[Objective] The objective of the study is to evaluate the instability probability of shallow landslide induced by rainfall
and to provide theoretical basis for related research. [Methods] We combine Mein-Larson model with infinite slope stability models of saturated soil by introducing and developing the Mein-Larson infiltration model
and establish deterministic models for rain-induced landslides under short duration rainfall with high intensity and long duration rainfall with low intensity. Then we establish a probability analysis method of the slope instability by combining the deterministic models with Monte Carlo method. [Results] One kind of evaluation method for the failure probability of shallow landslide induced by rainfall was proposed.[Conclusion] The probability method not only can describe the uncertainties in the process of occurrence and development of rain-induced landslides
but also can calculate the instability probability of rain-induced slope instability under the different rainfall time. The assessment results are in high agreement with the actual slope.
Lee S, Pradhan B. Probabilistic landslide hazards and risk mapping on Penang Island, Malaysia[J]. Journal of Earth System Science, 2006,115(6):661-672.
Sivakumar B G L, Murthy D S. Reliability analysis of unsaturated soil slopes[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2005,131(11):1423-1428.
Cassidy M J, Uzielli M, Lacasse S. Probability risk assessment of landslides: A case study at Finneidfjord[J]. Canadian Geotechnical Journal, 2008,45(9):1250-1267.
Zhang L L, Zhang L M, Tang W H.Rainfall-induced slope failure considering variability of soil properties[J]. Geotechnique, 2005,55(2):183-188.
Zhang J, Huang H W, Zhang L M, et al. Probabilistic prediction of rainfall-induced slope failure using a mechanics-based model[J]. Engineering geology, 2014, 168:129-140.
Melchiorre C, Frattini P. Modelling probability of rainfall-induced shallow landslides in a changing climate, Otta, Central Norway[J]. Climatic Change, 2012,113(2):413-436.
张光辉,邵明安.用土壤物理特性推求Green-Ampt入渗模型中吸力参数
S
f
*
.土壤学报,2000,37(4):553-557.
Xie M, Esaki t, Cai M. A time-space based approach for mapping rainfall-induced shallow landslide hazard[J]. Environmental Geology, 2004,46(6):840-850.
Collapsibility characteristics and microscopic mechanisms of loess in Ili region under freeze-thaw cycles
Spatiotemporal heterogeneity of ecosystem service value in typical estuarine deltas of China
Extraction methods and distribution characteristics of farmland bunds at different spatial scales
Remote sensing monitoring and soil and water conservation effects of abandoned farmland in core black soil protection area of Jilin Province from 2000 to 2023
Spatial correlation networks and influencing factors of urban land green utilization efficiency in three major urban agglomerations of Yellow River basin