重庆建筑
重慶建築
중경건축
CHONGQING ARCHITECTURE
2014年
1期
46-49
,共4页
三峡库区%堆积层滑坡%治理设计%可靠度分析%校准法
三峽庫區%堆積層滑坡%治理設計%可靠度分析%校準法
삼협고구%퇴적층활파%치리설계%가고도분석%교준법
Three Gorges Reservoir area%accumulation horizon landslide%improvement design%reliability analysis%calibration method
考虑滑带土抗剪强度指标的变异性，建立了三峡库区堆积层滑坡治理设计的可靠度分析方法。通过实例计算，分析了滑带土抗剪强度指标的概率分布特征对堆积层边坡稳定性的可靠度指标的影响。基于三峡库区50个堆积层滑坡治理工程案例，采用校准法，研究了堆积层滑坡治理设计的目标可靠度指标，得出一些初步结论。
攷慮滑帶土抗剪彊度指標的變異性，建立瞭三峽庫區堆積層滑坡治理設計的可靠度分析方法。通過實例計算，分析瞭滑帶土抗剪彊度指標的概率分佈特徵對堆積層邊坡穩定性的可靠度指標的影響。基于三峽庫區50箇堆積層滑坡治理工程案例，採用校準法，研究瞭堆積層滑坡治理設計的目標可靠度指標，得齣一些初步結論。
고필활대토항전강도지표적변이성，건립료삼협고구퇴적층활파치리설계적가고도분석방법。통과실례계산，분석료활대토항전강도지표적개솔분포특정대퇴적층변파은정성적가고도지표적영향。기우삼협고구50개퇴적층활파치리공정안례，채용교준법，연구료퇴적층활파치리설계적목표가고도지표，득출일사초보결론。
Considering the variability of shear strength parameters of the slip soil, the reability analysis method for landslide improvement design of ac-cumulation horizon in the Three Gorges Reservoir area are established. With a case study, the impacts of the probability distribution of shear strength pa-rameters on the reliability index of slope stability are analyzed. Based on 50 cases in the Three Gorges Reservoir area, the target reliability index of the accumulation horizon are studied with calibration method, and some preliminary conclusions are obtained.
