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首页> 外文期刊>Journal of Earthquake Engineering >Liquefaction Resistance of Silty Sands and Dynamic Properties of Cohesive Soils from Duezce, Turkey
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Liquefaction Resistance of Silty Sands and Dynamic Properties of Cohesive Soils from Duezce, Turkey

机译:土耳其杜兹采粉质砂土的抗液化性和粘性土的动力特性

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摘要

This article presents results from a laboratory investigation into the cyclic and dynamic properties of soils from Diizce, Turkey, conducted after the destructive November 12, 1999 earthquake. The investigation was mainly conducted by means of monotonic and cyclic triaxial, as well as resonant-column tests. The triaxial tests allowed the determination of the liquefaction resistance of silty sands, as well as their critical state behavior, whereas the resonant-column tests allowed the determination of shear modulus and damping ratio of cohesive soils. The results are presented and then discussed together with their pertinence to soil behavior when subjected to earthquake loading.
机译:本文介绍了在1999年11月12日毁灭性地震后对土耳其Diizce的土壤的循环和动力特性进行实验室研究的结果。该研究主要通过单调和循环三轴以及共振柱测试进行。三轴试验可以确定粉砂的抗液化性及其临界状态,而共振柱试验则可以确定粘性土的剪切模量和阻尼比。提出结果,然后讨论它们与地震荷载作用下土壤行为的相关性。

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