Regionalization of rainfall thresholds: an aid to landslide hazard evaluation

被引:249
作者
Crosta, G [1 ]
机构
[1] Univ Milan, Dipartimento Sci Terra, I-20133 Milan, Italy
来源
ENVIRONMENTAL GEOLOGY | 1998年 / 35卷 / 2-3期
关键词
soil slips; rainfall; threshold; Alps; slope stability;
D O I
10.1007/s002540050300
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Rainfall, soil properties, and morphology are major factors controlling shallow landsliding. A series of meteorological events that triggered soil slips in northern Italy were studies to define rainfall thresholds and to evaluate a possible regionalization. Soil properties, triggering rainfall, and local lithological and morphometrical settings of different sites were used as input to an infiltration model. The approach allows the recognition of several triggering conditions in the Piedmont, Pre-Alpine and Alpine regions. This suggests the need for different rainfall thresholds with respect to those derived with other methods. Intensity versus rainfall duration relationships become particularly important when related to soil permeability and thickness, and demonstrate th role of antecedent precipitation. Events with exceptional water discharge from obstructed road culverts reveal the role played by anthropic structures in triggering such phenomena. Different approaches to slope stability analysis are shown, taking into account bedrock lithology, topography, seepage, and local saturation conditions.
引用
收藏
页码:131 / 145
页数:15
相关论文
共 36 条
[1]   ANALYSIS OF RAINFALL-INDUCED DEBRIS FLOWS [J].
ANDERSON, SA ;
SITAR, N .
JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1995, 121 (07) :544-552
[2]  
Anselmo V, 1980, P 5 INT S INT 1980 O, P239
[3]  
BALDI G, 1990, MEMORIE SOC GEOLOGIC, V45, P253
[4]   FACTORS CONTROLLING DEBRIS AVALANCHE INITIATION [J].
BUCHANAN, P ;
SAVIGNY, KW .
CANADIAN GEOTECHNICAL JOURNAL, 1990, 27 (05) :659-675
[5]   THE RAINFALL INTENSITY - DURATION CONTROL OF SHALLOW LANDSLIDES AND DEBRIS FLOWS [J].
CAINE, N .
GEOGRAFISKA ANNALER SERIES A-PHYSICAL GEOGRAPHY, 1980, 62 (1-2) :23-27
[6]  
Campbell R., 1974, Q. J. Eng. Geol., V7, P339, DOI [10.1144/GSL.QJEG.1974.007.04.04, DOI 10.1144/GSL.QJEG.1974.007.04.04]
[7]  
CANCELLI A., 1985, P 4 INT C FIELD WORK, V1, P267
[8]  
CERIANI M, 1992, P INT S INT BERN, V2, P9
[9]  
COSTA JE, 1987, REV ENG GEOLOGY, V7
[10]  
CROSTA G, 1990, U MILANO SPEC PUBL, P247