Probabilistic seismic landslide hazard assessment: a case study in Tianshui, Northwest China

被引:11
|
作者
Wang Tao [1 ,2 ]
Liu Jia-mei [1 ,2 ]
Shi Ju-song [3 ]
Gao Meng-tan [4 ]
Wu Shu-ren [1 ,2 ]
机构
[1] Chinese Acad Geol Sci, Inst Geomech, Beijing 100081, Peoples R China
[2] CAGS, Inst Geomech, Key Lab Act Tecton & Crustal Stabil Assessment, Beijing 100081, Peoples R China
[3] China Inst Geoenvironm Monitoring, Beijing 100081, Peoples R China
[4] China Earthquake Adm, Inst Geophys, Beijing 100081, Peoples R China
基金
中国国家自然科学基金;
关键词
Probabilistic analysis; Seismic hazard; Newmark's method; Landslides; Displacement model; Hazard assessment; EARTHQUAKE-INDUCED LANDSLIDES; CUMULATIVE ABSOLUTE VELOCITY; 2008 WENCHUAN EARTHQUAKE; ARIAS INTENSITY; ATTENUATION RELATIONSHIP; SLIDING DISPLACEMENTS; ROCK FALLS; SLOPES; MODELS; AMPLIFICATION;
D O I
10.1007/s11629-019-5618-1
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Probabilistic analysis in the field of seismic landslide hazard assessment is often based on an estimate of uncertainties of geological, geotechnical, geomorphological and seismological parameters. However, real situations are very complex and thus uncertainties of some parameters such as water content conditions and critical displacement are difficult to describe with accurate mathematical models. In this study, we present a probabilistic methodology based on the probabilistic seismic hazard analysis method and the Newmark's displacement model. The Tianshui seismic zone (105 degrees 00 '-106 degrees 00 ' E, 34 degrees 20 '-34 degrees 40 ' N) in the northeastern Tibetan Plateau were used as an example. Arias intensity with three standard probabilities of exceedance (63%, 10%, and 2% in 50 years) in accordance with building design provisions were used to compute Newmark displacements by incorporating the effects of topographic amplification. Probable scenarios of water content condition were considered and three water content conditions (dry, wet and saturated) were adopted to simulate the effect of pore-water on slope. The influence of 5 cm and 10 cm critical displacements were investigated in order to analyze the sensitivity of critical displacement to the probabilities of earthquake-induced landslide occurrence. The results show that water content in particular, have a great influence on the distribution of high seismic landslide hazard areas. Generally, the dry coverage analysis represents a lower bound for susceptibility and hazard assessment, and the saturated coverage analysis represents an upper bound to some extent. Moreover, high seismic landslide hazard areas are also influenced by the critical displacements. The slope failure probabilities during future earthquakes with critical displacements of 5 cm can increase by a factor of 1.2 to 2.3 as compared to that of 10 cm. It suggests that more efforts are required in order to obtain reasonable threshold values for slope failure. Considering the probable scenarios of water content condition which is varied with seasons, seismic landslide hazard assessments are carried out for frequent, occasional and rare earthquake occurrences in the Tianshui region, which can provide a valuable reference for landslide hazard management and infrastructure design in mountainous seismic zones.
引用
收藏
页码:173 / 190
页数:18
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