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Volume 35 Issue zk2
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SUN Tian, CHEN Guo-xing, ZHOU En-quan, LI Xiao-jun. Experimental study on dynamic shear modulus ratio and damping ratio of marine soils in Qiongzhou Strait with depth less than 100 m[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 375-382.
Citation: SUN Tian, CHEN Guo-xing, ZHOU En-quan, LI Xiao-jun. Experimental study on dynamic shear modulus ratio and damping ratio of marine soils in Qiongzhou Strait with depth less than 100 m[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 375-382.
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Experimental study on dynamic shear modulus ratio and damping ratio of marine soils in Qiongzhou Strait with depth less than 100 m

  • 1. Institute of Geotechnical Engineering, Nanjing University of Technology, Nanjing 210009, China; 2. Civil Engineering & Earthquake Disaster Prevention Center of Jiangsu Province, Nanjing 210009, China; 3. Institute of Geophysics, China Earthquake Administration, Beijing 100081, China

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  • Received Date: June 06, 2013
  • Published Date: November 24, 2013
    Graphical Abstract
    • Abstract
  • Cyclic triaxial and free vibration column tests on dynamic shear modulus ratio and damping ratio of 70 undisturbed samples of marine soils in Qiongzhou Strait seabed with depth less than100 m are conducted. The reliability of the two tests is mutually verified by investigating the variation rules of the dynamic shear modulus ratio and the damping ratio under the dynamic shear strain ranging from 1×10-6 to 3×10-2. It is found that the two test results agree well with each other. Without considering the influence of plasticity index, the maximum dynamic shear modulus has a linear relationship with the effective confining pressure for sand-contained clay, silty clay and sand-contained silty clay. The damping ratio of the marine soils is approximately constant under the dynamic shear strain ranging from 1×10-6 to 3×10-5. According to the test results, a damping ratio growth model is proposed. The fitting curves of the dynamic shear modulus ratio and damping ratio changing with the shear strain as well as the recommended parameters in the empirical formula are predicted using the proposed model and the empirical modulus attenuation model proposed by Seed and Martin. The results of this study may be used to make a preliminary estimate of the dynamic properties of marine soils in Qiongzhou Strait and to confirm field and laboratory tests on such soils.
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    • References (18)
  • [1]
    谭忠盛, 王梦恕, 罗时祥. 琼州海峡铁路隧道方案初步比选分析[J]. 中国工程科学, 2009, 11(7): 39-45. (TAN Zhong-sheng, WANG Meng-shu, LUO Shi-xiang. Scheme comparison of Qiongzhou Strait railway tunnel[J]. Engineering Sciences, 2009, 11(7): 39-45. (in Chinese))
    [2]
    张 莉, 李文成, 沙志彬. 琼州海峡跨海工程新Ⅶ线区地质条件及地质灾害因素评价[J]. 海洋地质与第四纪地质, 2005, 25(2): 17-22. (ZHANG Li, LI Wen-cheng, SHA Zhi-bin. Evaluation of geological condition and potential geohazard factors in new line Ⅶ survey area of crossing Qiongzhou Strait engineering[J]. Marine Geology & Quaternary Geology, 2005, 25(2): 17-22. (in Chinese))
    [3]
    牛作民. 渤海湾海相淤泥土工程物理性质的初步研究[J]. 海洋地质与第四纪地质, 1986, 6(3): 35-42. (NIU Zuo-min. Geotechnical characteristics and origin of absorbability of marine puddly soil in Bohai Gulf[J]. Marine Geology & Quaternary Geology, 1986, 6(3): 35-42. (in Chinese))
    [4]
    孔令伟, 吕海波, 汪 稔, 等. 湛江海域结构性海洋土的工程特性及其微观机制[J]. 水利学报, 2002, 33(9):. 82-88. (KONG Ling-wei, LU Hai-bo, WANG Ren, et al. Engineering properties and micro-mechanism of structural marine soil in Zhanjiang sea area[J]. Journal of Hydraulic Engineering, 2002, 33(9): 82-88. (in Chinese))
    [5]
    肖智旺, 闫澍旺, 刘 润. 海洋地基土的随机场特性[J]. 海洋技术, 2005, 24(4): 73-79. (XIAO Zhi-wang, YAN Shu-wang, LIU Run. Random field characters of properties of marine soil[J]. Ocean Technology, 2005, 24(4): 73-79. (in Chinese))
    [6]
    吕悦军, 彭艳菊, 施春花, 等. 渤海海底表层软弱土特征及其对地震动的影响[J]. 防灾减灾工程学报, 2008, 28(3): 368-374. (LÜ Yue-jun, PENG Yan-ju, SHI Chun-hua, et al. Study on site classification and seismic parameters for the soft soil of Bohai seabed surface layer[J]. Journal of Disaster Prevention and Mitigation Engineering, 2008, 28(3): 368-374. ( in Chinese))
    [7]
    吕悦军, 唐荣余, 沙海军. 渤海海底土类动剪切模量比和阻尼比试验研究[J]. 防灾减灾工程学报, 2003, 23(2): 35-42. (LÜ Yue-jun, TANG Rong-yu, SHA Hai-jun. Experimental study on dynamic shear modulus ratio and damping ratio of the soils of Bohai seafloor[J]. Journal of Disaster Prevention and Mitigation Engineering, 2003, 23(2): 35-42. (in Chinese))
    [8]
    KOUTSOFTAS D C, FISCHER J A. Dynamic properties of two marine clays[J]. Geotech Engrg Div, ASCE, 1980, 106(6): 645-657.
    [9]
    陈国兴, 谢君斐, 张克绪. 土的动模量和阻尼比的经验估计[J]. 地震工程与工程振动, 1995, 15(1): 73-84. (CHEN Guo-xing, XIE Jun-fei, ZHANG Ke-xu. The empirical evaluation of soil moduli and damping ratio for dynamic analysis[J]. Earthquake Engineering and Engineering Vibration, 1995, 15(1): 73-84. (in Chinese))
    [10]
    Takaaki Kagawa. Moduli and damping factors of soft marine clays[J]. Journal of Geotechnical Engineering, 1992, 118(9): 1360-1375.
    [11]
    潘 华, 陈国兴. 动态围压下空心圆柱扭剪仪模拟主应力轴旋转应力路径能力分析[J]. 岩土力学. 2011, 32(6): 1701-1707. (PAN Hua, CHEN Guo-xing. Analysis of capabilities of HCA to simulate stress paths for principal stress rotation under dynamic confining pressure[J]. Rock and Soil Mechanics, 2011, 32(6): 1701-1707. (in Chinese))
    [12]
    陈国兴, 朱定华, 何启智. GZZ-1型自振柱试验机研制与性能试验[J]. 地震工程与工程振动, 2003, 23(1): 110-114. (CHEN Guo-xing, ZHU Ding-hua, HE Qi-zhi. Development and property test of GZZ-1 free vibration column test system[J]. Earthquake Engineering and Engineering Vibration, 2003, 23(1): 110-114. (in Chinese))
    [13]
    Kenji Ishihara. Soil behaviour in earthquake geotechnics[M]. New York: Oxford University Press Inc, 1996.
    [14]
    潘 华, 陈国兴, 孙 田. 原状海洋土动泊松比的试验研究[J]. 岩土力学, 2011, 32(增刊1): 346-350. (PAN Hua, CHEN Guo-xing, SUN Tian. Experimental research on dynamic Poisson's ratio of undisturbed marine soil[J]. Rock and Soil Mechanics, 2011, 32(S1): 346-350. (in Chinese))
    [15]
    汤大明, 曾纪全, 胡应德, 等. 关于泊松比的试验和取值讨论[J]. 岩石力学与工程学报, 2001, 20(增刊): 1772-1775. (TANG Da-ming, ZENG Ji-quan, HU Ying-de, et al. Discussion on testing and interpretation for Poisson's ratio[J]. Chinese Journal of Rock Mechanics and Engineering, 2001, 20(S0): 1772-1775. (in Chinese))
    [16]
    GREAVES G N, GREER A L, LAKES R S, et al. Poisson’s ratio and modern materials[J]. Nature Materials, 2011, 10: 823-837.
    [17]
    王炳辉, 陈国兴, 胡庆兴. 南京细砂动剪切模量和阻尼比的试验研究[J]. 世界地震工程, 2010(3): 7-15. (WANG Bing-hui, CHEN Guo-xing, HU Qing-xing. Experiment of dynamic shear modulus and damping of Nanjing fine sand [J]. World Earthquake Engineering, 2010(3): 7-15. (in Chinese))
    [18]
    孙益振, 邵龙潭. 基于局部与整体变形测量的粉土泊松比试验研究[J]. 岩土工程学报. 2006, 28(8): 1033-1038. (SUN Yi-zhen, SHAO Long-tan. Experimental researches on Poisson's ratio of silty soil based on local and whole deformation measurements[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(8): 1033-1038. (in Chinese))
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