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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共 25 条
  • [1] Artale V., 2013, AIP C P
  • [2] An example of quaternion parameterization for dynamical simulations
    Artale, Valeria
    Milazzo, Cristina L. R.
    Ricciardello, Angela
    [J]. 2ND INTERNATIONAL CONFERENCE ON MATHEMATICAL MODELING IN PHYSICAL SCIENCES 2013 (IC-MSQUARE 2013), 2014, 490
  • [3] Novel application of red-light runner proneness theory within traffic microsimulation to an actual signal junction
    Bell, Margaret Carol
    Galatioto, Fabio
    Giuffre, Tullio
    Tesoriere, Giovanni
    [J]. ACCIDENT ANALYSIS AND PREVENTION, 2012, 46 : 26 - 36
  • [4] Seismic microzoning from synthetic ground motion earthquake scenarios parameters: The case study of the city of Catania (Italy)
    Castelli, F.
    Cavallaro, A.
    Grasso, S.
    Lentini, V.
    [J]. SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2016, 88 : 307 - 327
  • [5] Castelli F, 2010, PHYSICAL MODELLING IN GEOTECHNICS, VOLS. 1 AND 2, P685
  • [6] Castelli F, 2003, P I CIVIL ENG-GEOTEC, V156, P183
  • [7] Castelli F, 2016, P 1 IMEKO TC 4 INT W, P103
  • [8] Castelli F., 2016, P 12 INT S LANDSL NA
  • [9] Castelli F., 2016, P 1 IMEKO TC 4 INT W, P79
  • [10] Castelli F., 2013, P 2 WORLD LANDSL FOR, V2, P39, DOI [10.1007/978-3-642-31445-2_5, DOI 10.1007/978-3-642-31445-2-5]
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