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LU Yi-wei, CHENG Zhan-lin, PAN Jia-jun, JIANG Ji-wei, XU Han. Equivalent density determination method for dam rockfill materials in mechanical tests[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(S1): 75-79. DOI: 10.11779/CJGE2020S1015
Citation: LU Yi-wei, CHENG Zhan-lin, PAN Jia-jun, JIANG Ji-wei, XU Han. Equivalent density determination method for dam rockfill materials in mechanical tests[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(S1): 75-79. DOI: 10.11779/CJGE2020S1015

Equivalent density determination method for dam rockfill materials in mechanical tests

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  • Received Date: June 03, 2020
  • Available Online: December 07, 2022
  • Given the size limitation of laboratory test equipment, it is necessary to scale the rockfill in laboratory tests. The mechanical properties of rockfill have scale effect obviously, and how to obtain the mechanical properties of rockfill accurately through scaled tests is one of the key concerns in the engineering field. A series of large-scale pressuremeter tests and triaxial tests are conducted, and a method to obtain the equivalent density of rockfill in laboratory tests is proposed. The relationship between pressuremeter modulus and density can be established through the pressuremeter tests, then the equivalent density can be obtained by comparing the pressuremeter modulus in laboratory with that in field. The test results reveal that the pressuremeter modulus of rockfill increases with the density, and the pressuremeter modulus of rockfill varies with different gradations when the density is the same. The mechanical properties of rockfill with different gradations and densities are similar when the pressuremeter modulus is equal, which indicates that the proposed method is effective and feasible. The research results provide strong support for solving the scale effect problems of rockfill and accurate assessment of dam safety.
  • [1]
    陈生水. 复杂条件下特高土石坝建设与长期安全保障关键技术研究进展[J]. 中国科学:技术科学, 2018, 48(10): 1040-1048. https://www.cnki.com.cn/Article/CJFDTOTAL-JEXK201810003.htm

    CHEN Sheng-shui. Research progresses in key technologies for construction and long-term safety protection of extra high earth-rock dams under complicated conditions[J]. Scientia Sinica Technologica, 2018, 48(10): 1040-1048. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-JEXK201810003.htm
    [2]
    郦能惠. 高混凝土面板堆石坝新技术[M]. 北京: 中国水利水电出版社, 2007.

    LI Neng-hui. New Technology Of High Concrete Face Rockfill Dam[M]. Beijing: China Water & Power Press, 2007. (in Chinese)
    [3]
    住房和城乡建设部. 土工试验方法标准:GB/T50123—2019[S]. 北京: 中国计划出版社, 2019.

    Ministry of Housing and Urbar-Rural Development of the PRC. Standard for Geotechnical Testing Method: GB/T50123—2019[S]. Beijing: China Planning Press, 2019. (in Chinese)
    [4]
    傅华, 韩华强, 凌华. 粗粒料级配缩尺方法对其室内试验结果的影响[J]. 岩土力学, 2012, 33(9): 2645-2649.

    FU Hua, HAN Hua-qiang, LING Hua. Effect of grading scale method on results of laboratory tests on rockfill materials[J]. Rock and Soil Mechanics, 2012, 33(9): 2645-2649. (in Chinese)
    [5]
    李翀, 何昌荣, 王琛, 等. 粗粒料大型三轴试验的尺寸效应研究[J]. 岩土力学, 2008, 29(增刊1): 567-570. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX2008S1113.htm

    LI Chong, HE Chang-rong, WANG Chen, et al. Study of scale effect of large-scale triaxial test of coarse-grained meterials[J]. Rock and Soil Mechanics, 2008, 29(S1): 567-570. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX2008S1113.htm
    [6]
    花俊杰, 周伟, 常晓林, 等. 堆石体应力变形的尺寸效应研究[J]. 岩石力学与工程学报, 2010, 29(2): 328-335. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201002016.htm

    HUA Jun-jie, ZHOU Wei, CHANG Xiao-lin, et al. Study of scale effect on stress and deformation of rockfill[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(2): 328-335. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201002016.htm
    [7]
    邵晓泉, 迟世春, 陶勇. 堆石料剪切强度与变形的尺寸效应模拟[J]. 岩土工程学报, 2018, 40(10): 1766-1772. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201810003.htm

    SHAO Xiao-quan, CHI Shi-chun, TAO Yong. Numerical simulation of size effect on shear strength and deformation behavior of rockfill materials[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(10): 1766-1772. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201810003.htm
    [8]
    VARADARAJAN A, SHARMA K, VENKATACHALAM K, et al. Testing and modeling two rockfill materials[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2003, 129(3): 206-218.
    [9]
    翁厚洋, 朱俊高, 余挺, 等. 粗粒料缩尺效应研究现状与趋势[J]. 河海大学学报(自然科学版), 2009, 37(4): 425-429. https://www.cnki.com.cn/Article/CJFDTOTAL-HHDX200904013.htm

    WEN Hou-yang, ZHU Jun-gao, YU Ting, et al. Status and tendency of study on scale effects of coarse-grained materials[J]. Journal of HoHai University(Natural Sciences), 2009, 37(4): 425-429. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-HHDX200904013.htm
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