• 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引(EI)收录期刊
  • Scopus数据库收录期刊
LI Xiao-mei, WANG Fang, HAN Lin, GUAN Yun-fei, ZHAN Xin-jie. Resonant column tests on maximum shear modulus and damping ratio of coral sand[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(S1): 60-64. DOI: 10.11779/CJGE2020S1012
Citation: LI Xiao-mei, WANG Fang, HAN Lin, GUAN Yun-fei, ZHAN Xin-jie. Resonant column tests on maximum shear modulus and damping ratio of coral sand[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(S1): 60-64. DOI: 10.11779/CJGE2020S1012

Resonant column tests on maximum shear modulus and damping ratio of coral sand

More Information
  • Received Date: June 03, 2020
  • Available Online: December 07, 2022
  • The resonant column tests on the effects of relative density and confining pressure on the maximum modulus and damping ratio of coral sand in South China Sea under small strain are performed. The test results show that, for the samples with the same relative density, the maximum shear modulus of coral sand increases with the increasing confining pressure, while the damping ratio decreases with the increasing confining pressure. For the samples under the same condition of confining pressure, the maximum shear modulus of coral sand increases with the increasing relative density, while the damping ratio decreases with the increasing relative density. Based on the test data, the variation rules of the maximum shear modulus and damping ratio of coral sands considering confining pressure and relative density are established, which can provide the basic data and technical support for infrastructure construction in the coral sand areas of South China Sea.
  • [1]
    陈国兴, 朱翔, 赵丁凤, 等. 珊瑚岛礁场地非线性地震反应特征分析[J]. 岩土工程学报, 2019, 41(3): 405-413. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201903002.htm

    CHEN Guo-xing, ZHU Xiang, ZHAO Ding-feng, et al. Nonlinear seismic response characteristics of a coral island site[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(3): 405-413. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201903002.htm
    [2]
    QIU Tong, HUANG Yan-bo. Analytical and experimental studies on Biot flow-induced damping in saturated soil specimens in resonant column tests[J]. International Journal of Geomechanics, 2017, 17(8): 1-8.
    [3]
    SENETAKISA Kostas, HE Huan. Dynamic characterization of a biogenic sand with a resonant column of fixed-partly fixed boundary conditions[J]. Soil Dynamics and Earthquake Engineering, 2017(95): 180-187.
    [4]
    柏立懂, 项伟, Stavros SAVIDIS A, 等. 干砂最大剪切模量的共振柱与弯曲元试验[J]. 岩土工程学报, 2012, 34(1): 184-188. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201201023.htm

    BAI Li-dong, XIANG Wei, Stavros SAVIDIS A, et al. Resonant column and bender element tests on maximum shear modulus of dry sand[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(1): 184-188. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201201023.htm
    [5]
    李剑, 陈善雄, 姜领发, 等. 重塑红黏土动剪切模量与阻尼比的共振柱试验[J]. 四川大学学报(工程科学版), 2013, 45(4): 62-68. https://www.cnki.com.cn/Article/CJFDTOTAL-SCLH201304013.htm

    LI Jian, CHEN Shan-xiong, JIANG Ling-fa, et al. Resonant column test on dynamic shear modulus and damping ratio of the remolded red clay[J]. Journal of Sichuan University (Engineering Science Edition), 2013, 45(4): 62-68. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-SCLH201304013.htm
    [6]
    蔡晓光, 黄鑫, 孟凡超, 等. 中线法底流尾矿砂的共振柱试验研究[J]. 地震工程与工程振动, 2016, 36(6): 30-37. https://www.cnki.com.cn/Article/CJFDTOTAL-DGGC201606004.htm

    CAI Xiao-guang, HUANG Xin, MENG Fan-chao, et al. The resonant column test study of the central line under flow tailing sands[J]. Earthquake Engineering and Engineering Dynamics, 2016, 36(6): 30-37. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-DGGC201606004.htm
    [7]
    徐洁, 赵文博, 陈永辉, 等. 非饱和黄土初始剪切模量与孔径分布试验研究[J]. 岩土工程学报, 2017, 39(增刊1): 227-231. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC2017S1046.htm

    XU Jie, ZHAO Wen-bo, CHEN Yong-hui, et al. Experimental study on initial shear modulus and pore-size distribution of unsaturated loess[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(S1): 227-231. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC2017S1046.htm
    [8]
    Papakonstantinou , CHRISTOS G. Resonant column testing on portland cement concrete containingrecycled asphalt pavement (RAP) aggregates[J]. Construction and Building Materials, 2018(173): 419-428.
  • Cited by

    Periodical cited type(6)

    1. 黄爱广,蔡晓光,黄鑫,王磊,李思汉,袁超. 基于共振柱试验的堆积层滑坡滑带土动力特性研究. 防灾科技学院学报. 2024(03): 22-29 .
    2. 袁丽,崔振东,张忠良. Stoke固定-自由型共振柱实验系统测试原理及标定方法. 实验技术与管理. 2023(06): 68-73+89 .
    3. 池超凡,郑存波,谭书平,董学安,张志豪,周婕. 软黏土小应变剪切模量影响因素试验和模型研究. 建筑结构. 2023(S1): 3025-3029 .
    4. 王家全,张涛艺,唐毅,唐滢. 循环应力比与有效围压对北部湾海砂动力特性的影响. 实验力学. 2023(04): 507-516 .
    5. 季鹏越,张明霞,王晋宝,王亚军. 细粒含量对舟山砂动力特性的影响. 浙江海洋大学学报(自然科学版). 2023(05): 455-462 .
    6. 简涛,孔令伟,柏巍,王俊涛,刘炳恒. 含水率对原状黄土小应变剪切模量影响的试验研究. 岩土工程学报. 2022(S1): 160-165 . 本站查看

    Other cited types(3)

Catalog

    Article views (249) PDF downloads (144) Cited by(9)
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return