Thaw-induced slope failures and susceptibility mapping in permafrost regions of the Qinghai-Tibet Engineering Corridor, China

被引:43
|
作者
Niu, Fujun [1 ,2 ]
Luo, Jing [1 ,3 ]
Lin, Zhanju [1 ]
Liu, Minhao [1 ,3 ]
Yin, Guoan [1 ,3 ]
机构
[1] Chinese Acad Sci, State Key Lab Frozen Soil Engn, Cold & Arid Reg Environm & Engn Res Inst, Lanzhou 730000, Peoples R China
[2] China Commun Construct Co, Highway Consultants Co Ltd 1, Minist Transport, Key Lab Highway Construct & Maintenance Technol P, Xian 710075, Peoples R China
[3] Univ Chinese Acad Sci, Beijing 100049, Peoples R China
基金
美国国家科学基金会;
关键词
Permafrost; Slope failure; Susceptibility assessment; Qinghai-Tibet Plateau; ANALYTICAL HIERARCHY PROCESS; LAYER DETACHMENT FAILURES; LANDSLIDE SUSCEPTIBILITY; MOUNTAIN PERMAFROST; DEGRADATION; STABILITY;
D O I
10.1007/s11069-014-1267-4
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
With recent climatic warming and enhanced human activities, slope failures related to permafrost degradation are widespread along the Qinghai-Tibet Engineering Corridor. Assessment and mapping of the slope failures are necessary to mitigate hazards and plan engineering activities. According to our field investigations, the occurrence of slope failures is mainly controlled by the slope gradient, ground-ice content, permafrost temperatures, surficial deposits, and slope aspect. Modeling conducted in ArcGIS (TM) was used to produce a slope failure susceptibility map for a representative region along the Qinghai-Tibet Railway from Wudaoliang to Fenghuo Mountain Pass. The study region was divided into four classes based on slope failure susceptibility: (1) unlikely, (2) low, (3) moderate, and (4) high. Areas classified as unlikely accounted for 10.76 % of the study region, while low susceptibility areas comprised 44.51 %. The moderate and high susceptibility zones comprised 21.79 and 22.94 %, respectively. The actual distribution of slope failures in the region was consistent with the modeled results, which demonstrates the utility of the assessment method for future hazard management and engineering planning.
引用
收藏
页码:1667 / 1682
页数:16
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