Resonant Column and Torsional Shear Tests for the Evaluation of the Shear Modulus and Damping Ratio of Soil

被引：1
|
作者：
Lentini, Valentina [1 ]
Castelli, Francesco [1 ]
机构：
[1] Univ Enna Kore, Fac Engn & Architecture, Enna, Italy
来源：
PROCEEDINGS OF THE INTERNATIONAL CONFERENCE OF COMPUTATIONAL METHODS IN SCIENCES AND ENGINEERING 2017 (ICCMSE-2017) | 2017年 / 1906卷
关键词：
HAZARD;
D O I：
10.1063/1.5012466
中图分类号：
TP39 [计算机的应用];
学科分类号：
081203 ; 0835 ;
摘要：
The paper reports the results of the dynamic characterization of an industrial area of the municipality of Enna, where the Laboratory of Earthquake Engineering and Dynamic Analysis has been realized. A Resonant Column/Torsional Cyclic Shear apparatus to perform laboratory tests on soil samples retrieved from the site, has allowed to obtain the values of shear modulus G and damping ratio D as a function of the shear strain level gamma. The experimental results are in good agreement with the well-known curves relating to soil with similar characteristics.
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页数：4
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