Add to ORKGYantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering3561027-1034YGXU
In conventional risk analysis, maximum probability of failure, pf, obtained from reliability analysi...
Stability analysis of rock slopes is a complex problem because of uncertainties involved in the rock...
The effect of deterioration on the reliability of slopes of various service periods has seldom been ...
Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering3581413-1422YGXU
Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering3581413-1422YGXU
AbstractThe single safety factor criteria for slope stability evaluation, derived from the rigid lim...
The soil parameters for large, complex landslides are typically derived from incomplete information ...
AbstractSlope stability analysis is a branch of geotechnical engineering that is highly amenable to ...
The paper investigates the probability of failure of slopes using both traditional and more advanced...
Slope stability is one of the geotechnical subject most dominated by uncertainty. The current practi...
The paper aims to propose an effective method for evaluating the system reliability of soil slopes b...
Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering295785-788YGXU
The effect of probability distributions on the slope reliability is highlighted in this study since ...
Slope stability analysis is a classical problem of geotechnical engineering characterized by many so...
Slope stability analysis is a classical problem of geotechnical engineering characterized by many so...
In conventional risk analysis, maximum probability of failure, pf, obtained from reliability analysi...
Stability analysis of rock slopes is a complex problem because of uncertainties involved in the rock...
The effect of deterioration on the reliability of slopes of various service periods has seldom been ...
Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering3581413-1422YGXU
Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering3581413-1422YGXU
AbstractThe single safety factor criteria for slope stability evaluation, derived from the rigid lim...
The soil parameters for large, complex landslides are typically derived from incomplete information ...
AbstractSlope stability analysis is a branch of geotechnical engineering that is highly amenable to ...
The paper investigates the probability of failure of slopes using both traditional and more advanced...
Slope stability is one of the geotechnical subject most dominated by uncertainty. The current practi...
The paper aims to propose an effective method for evaluating the system reliability of soil slopes b...
Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering295785-788YGXU
The effect of probability distributions on the slope reliability is highlighted in this study since ...
Slope stability analysis is a classical problem of geotechnical engineering characterized by many so...
Slope stability analysis is a classical problem of geotechnical engineering characterized by many so...
In conventional risk analysis, maximum probability of failure, pf, obtained from reliability analysi...
Stability analysis of rock slopes is a complex problem because of uncertainties involved in the rock...
The effect of deterioration on the reliability of slopes of various service periods has seldom been ...