In the present study, a new method for evaluating annual liquefaction probability was developed based on both Davies and Berrill’s seismic energy dissipation theory and Juang et al.’s limit state methodology. The new method also involves use of the average annual liquefaction probability (AALP) of divided soil layers to represent the AALP at a site. The developed method is illustrated in a case study where the AALP in Yunlin, a town that suffered from widespread liquefaction in the 1999 Chi-Chi earthquake, is assessed and mapped. The results show that high AALP area is located between south of County road No.148 and west of County road No.137, where the AALP is approximately equal to 0.01, indicating the cycle of liquefaction is about 100 y...
The performance-based liquefaction potential analysis was carried out in the present study to estima...
Liquefaction is one of the consequences of earthquakes in which loose saturated soils lose shear str...
Liquefaction is one of the consequences of earthquakes in which loose saturated soils lose shear str...
Soil liquefaction is one of the most important and complex seismic geotechnical and engineering topi...
International audienceThis paper explores probabilistic method for assessing the liquefaction potent...
The current simplified methods for assessing soil liquefaction potential use a deterministic safety ...
Since the 1964 Niigata, Japan, earthquake, damages attributed to earthquake induced liquefaction phe...
This paper describes a probabilistic method for assessing the liquefaction potential of sandy soils....
International audienceSoil liquefaction is one of the most important and complex seismic geotechnica...
International audienceSoil liquefaction is one of the most important and complex seismic geotechnica...
An improved analytical method to calculate the likelihood of soil liquefaction is described. The met...
In an effort to evaluate earthquake liquefaction potential of soil media, several statistical models...
The 1886 Charleston earthquake caused substantial liquefaction-induced ground failure throughout the...
The 1886 Charleston earthquake caused substantial liquefaction-induced ground failure throughout the...
The performance-based liquefaction potential analysis was carried out in the present study to estima...
The performance-based liquefaction potential analysis was carried out in the present study to estima...
Liquefaction is one of the consequences of earthquakes in which loose saturated soils lose shear str...
Liquefaction is one of the consequences of earthquakes in which loose saturated soils lose shear str...
Soil liquefaction is one of the most important and complex seismic geotechnical and engineering topi...
International audienceThis paper explores probabilistic method for assessing the liquefaction potent...
The current simplified methods for assessing soil liquefaction potential use a deterministic safety ...
Since the 1964 Niigata, Japan, earthquake, damages attributed to earthquake induced liquefaction phe...
This paper describes a probabilistic method for assessing the liquefaction potential of sandy soils....
International audienceSoil liquefaction is one of the most important and complex seismic geotechnica...
International audienceSoil liquefaction is one of the most important and complex seismic geotechnica...
An improved analytical method to calculate the likelihood of soil liquefaction is described. The met...
In an effort to evaluate earthquake liquefaction potential of soil media, several statistical models...
The 1886 Charleston earthquake caused substantial liquefaction-induced ground failure throughout the...
The 1886 Charleston earthquake caused substantial liquefaction-induced ground failure throughout the...
The performance-based liquefaction potential analysis was carried out in the present study to estima...
The performance-based liquefaction potential analysis was carried out in the present study to estima...
Liquefaction is one of the consequences of earthquakes in which loose saturated soils lose shear str...
Liquefaction is one of the consequences of earthquakes in which loose saturated soils lose shear str...