Evaluation for Earthquake Liquefacti

Evaluation for Earthquake Liquefaction of Loess Sites

ugh the sinusoid loading dynamic triaxial test, the liquefaction property of saturated loess and sand selected from a civil airport of Lanzhou, Gansu is examined. Based on the laboratory results, a comprehensive assessment on the earthquake liquefaction potential of the loess and sand is given, using the liquefaction resistance shear stress method and the results of seismic hazard assessment. It is found that under the effect of ground motion with exceedance probability of 10% within 50 years, the loess in the study is more susceptible to liquefaction than sand.

作 者： Wang Jun Wang Lanmin Wang Ping   作者單位： Wang Jun(Lanzhou Institute of Seismology, CEA, Lanzhou 730000, China)

Wang Lanmin,Wang Ping(Lanzhou Base of Institute of Earthquake Science, CEA, Lanzhou 730000, China) 

刊 名： 中國(guó)地震研究（英文版）  英文刊名： EARTHQUAKE RESEARCH IN CHINA  年，卷(期)： 2009 23(2)  分類號(hào)： P3  關(guān)鍵詞： . Loess   Sand   Earthquake liquefaction   Dynamic triaxial test  

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