tu rang di zhen ye hua ping jia fang fa yan jiu jin zhan
Earthquake-induced soil liquefaction is one of the main causes of major earthquake disasters worldwide. This is a complicated phenomenon that has long been concerned by the geotechnical seismic engineering community. Soil liquefaction assessment is an indispensable task in engineering practice. This...
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| Veröffentlicht in: | Fangzai Jianzai Gongcheng Xuebao 2021-01 (4), p.677 |
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| creator | Chen, Guoxing Wu, Zuo Sun, Suyu Zhao, Kai Charng, Hseinjuang |
| description | Earthquake-induced soil liquefaction is one of the main causes of major earthquake disasters worldwide. This is a complicated phenomenon that has long been concerned by the geotechnical seismic engineering community. Soil liquefaction assessment is an indispensable task in engineering practice. This article summarizes the development and evolution of soil liquefaction evaluation methods in the past 50 years, focusing on reviewing the latest developments in simplified methods of soil liquefaction evaluation from the perspective of deterministic methods and probabilistic analysis. In the past 20 years, these simplification methods have made new progress in two aspects: (1) The number and quality of cases in the on-site liquefaction investigation database have been improved. Static cone penetration test, shear wave velocity test, and dynamic cone penetration test) are described; (2) the development of the understanding of various uncertainties and probability evaluation methods. Through the review of these devel |
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| subjects | Cone penetration tests Earthquakes Evaluation Liquefaction Probabilistic analysis S waves Seismic activity Seismic engineering Seismic response Soils Statistical analysis Stress ratio Uncertainty Wave velocity |
| title | tu rang di zhen ye hua ping jia fang fa yan jiu jin zhan |
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