Advances in Civil Engineering / 2019 / Article / Tab 1

Research Article

Stability Assessment of Landslides in Dahuaqiao Reservoir Area Based on Back Analysis of Slope Monitoring

Table 1

Main characteristics of the 17 landslide-prone areas in Dahuaqiao reservoir area.

NameLocationDistance to dam (km)Distribution elevation (m)Volume (104 m3)
ToeCrown

YichangLeft bank1.514981890800
Dahuaqiao-IRight bank2.814101550100
LabatieLeft bank3.014701650400
XindahuaRight bank3.814151580150
DahuaRight bank5.1141018704800
ZhajuLeft bank6.814201660150
LaguRight bank12.8143020005800
GuanyinmiaoLeft bank12.814301675150
SongbaiheLeft bank14.314351600330
Songbai mineLeft bank18.514501625450
BaotaheRight bank19.014451600320
XiacunLeft bank19.714501600350
BaotaRight bank20.114501600300
ShangcunLeft bank20.314501700100
FengtaheRight bank21.4144016001300
CangjiangqiaoLeft bank24.314501600500
DianweiqiaoLeft bank33.514701625200
DianweiLeft bank34.514701600600

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