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Volume 34 Issue 4
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CHEN Guo-xing, WANG Bing-hui, SUN Tian. Dynamic shear modulus of saturated Nanjing fine sand in large scale shaking table tests[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(4): 582-590.
Citation: CHEN Guo-xing, WANG Bing-hui, SUN Tian. Dynamic shear modulus of saturated Nanjing fine sand in large scale shaking table tests[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(4): 582-590.
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Dynamic shear modulus of saturated Nanjing fine sand in large scale shaking table tests

  • Institute of Geotechnical Engineering, Nanjing University of Technology, Nanjing 210009, China

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  • Published Date: April 19, 2012
    Graphical Abstract
    • Abstract
  • In order to investigate the dynamic shear modulus of saturated sand during the increasing and dissipating stages of dynamic pore water pressure (PWP), large-scale shaking table tests on saturated Nanjing fine sand are carried out. Based on test data, the significance of reasonable choice of the threshold values of low and high frequencies with band-pass filter is analyzed to obtain the displacement from acceleration by double integration. Moreover, an approach to obtain the dynamic shear modulus from the acceleration time-history relationship is established. By analyzing the relationships among the dynamic shear modulus ratio, the cycle number of loading, the PWP ratio and the shear strain amplitudes during the increasing and dissipating stages of PWP, the following results are obtained: (1) since the dynamic shear modulus during the dissipating stage of PWP is significantly smaller than that during the increasing stage, it is unreasonable to take the dynamic shear modulus during the two stages as the same; (2) the decay rate of dynamic shear modulus with the increase of the shear strain amplitude obtained from large-scale shaking table tests for saturated Nanjing fine sand is faster than that obtained from cyclic triaxial tests, in laboratory.
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  • [1]
    HARDIN B O, DRNVICH V P. Shear modulus and damping in soil: measurement and parameter effects[J]. Journal of the Soil Mechanics and Foundation Engineering Division, ASCE, 1972, 98 (6): 603 – 624.
    [2]
    KOKUSHO T. Cyclic triaxial test of dynamic soil properties for wide strain range[J]. Soils and Foundations, 1980, 20 (2): 45 – 60.
    [3]
    YAMADA S, HYODO M, ORENSE R P, et al. Initial shear modulus of remolded sand-clay mixtures[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2008, 134 (7): 960 – 971.
    [4]
    YAMADA S, HYODO M, ORENSE R P, et al. Strain- dependent dynamic properties of remolded sand-clay mixtures[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2008, 134 (7): 972 – 981.
    [5]
    陈国兴 , 刘雪珠 , 朱定华 , 等 . 南京新近沉积土动剪切模量比与阻尼比的试验研究 [J]. 岩土工程学报 , 2006, 28 (8): 1023 – 1027. (CHEN Guo-xing, LIU Xue-zhu, ZHU Ding-hua, et al. Experimental studies on dynamic shear modulus ratio and damping ratio of recently deposited soils in Nanjing[J]. Chinese Journal of Geoteehnieal Engineering. Chinese Journal of Geotechnical Engineering, 2006, 28 (8): 1023 – 1027. (in Chinese))
    [6]
    WICHTMANN T, TRIANTAFYLLIDIS T. Influence of a cyclic and dynamic loading history on dynamic properties of dry sand, part I: Cyclic and dynamic torsional prestraining[J]. Soil Dynamics and Earthquake Engineering, 2004, 24 (2): 127 – 147.
    [7]
    WICHTMANN T, TRIANTAFYLLIDIS T. Influence of a cyclic and dynamic loading history on dynamic properties of dry sand, part II: Cyclic axial preloading[J]. Soil Dynamics and Earthquake Engineering, 2004, 24 (11): 789 – 803.
    [8]
    MENG J. The influence of loading frequency on dynamic soil properties[D]. Georgia Institute of Technology, 2003.
    [9]
    YOSHIDA N, KOBAYASHI S, SUETOMI I, et al. Equivalent linear method considering frequency dependent characteristics of stiffness and damping[J]. Soil Dynamics and Earthquake Engineering. 2002, 22 (3): 205 – 222.
    [10]
    ASSIMAKI D, KAUSEL E, WHITTLE A. Model for dynamic shear modulus and damping for granular soils[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2000, 126 (10): 859 – 869.
    [11]
    TRONCOSO J H, GARCÉS E. Ageing effects in the shear modulus of soils[J]. Soil Dynamics and Earthquake Engineering, 2000, 19 (8): 595 – 601.
    [12]
    LI X S, YANG W L. Effects of vibration history on modulus and damping of dry sand[J]. Journal of Geotechnical and Geoenvironmental Engineering, 1998, 124 (11): 1071 – 1081.
    [13]
    何昌荣 . 动模量和阻尼的动三轴试验研究 [J]. 岩土工程学报 , 1997, 19 (2): 39 – 48. (HE Chang-rong. Dynamic triaxial test on modulus and damping[J]. Chinese Journal of Geotechnical Engineering, 1997, 19 (2): 39 – 48. (in Chinese))
    [14]
    ISHIBASH I, ZHANG X J. Unified dynamic shear moduli and damping ratios of sand and clay[J]. Soils and Foundations, 1993, 33 (1): 182 – 191.
    [15]
    KOGA Y, MATSUO O. Shaking table tests of embankments resting on liquefaction sandy ground[J]. Soils and Foundations, 1990, 30 (4): 162 – 174.
    [16]
    ZEGHAL M, ELGAMAL A W, ZENG X, et al. Mechanism of liquefaction response in sand-silt dynamic centrifuge tests[J]. Soil Dynamics and Earthquake Engineering, 1999, 18 (1): 71 – 85.
    [17]
    BRENNAN A J, THUSYANTHAN N I, MADABHUSHI S P G. Evaluation of shear modulus and damping in dynamic centrifuge tests[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2005, 131 (12): 1488 – 1497.
    [18]
    陈 隽 , 赵冠宇 , 祁晓煜 , 等 . 场地土动力特性识别方法对比 [J]. 建筑科学与工程学报 , 2009, 26 (2): 32 – 37. (CHEN Jun, ZHAO Guan-yu, QI Xiao-yu, et al. Comparison of soil dynamic property identification method[J]. Journal of Architecture and Civil Engineering, 2009, 26 (2): 32 – 37. (in Chinese))
    [19]
    苏 栋 , 李相崧 . 地震作用下自由场中饱和砂土的应力–应变推导 [J]. 岩土力学 , 2010, 31 (1): 277 – 282. ( SU Dong, LI Xiang-song. Derivation of stress and strain of saturated sand in free ground under seismic loading[J]. Rock and Soil Mechanics, 2010, 31 (1): 277 – 282. (in Chinese))
    [20]
    姬美秀 , 陈云敏 . 不排水循环荷载作用过程中累积孔压对细砂弹性剪切模量 G max 的影响 [J]. 岩土力学 , 2005, 26 (6): 884 – 888. (JI Mei-xiu, CHEN Yun-min. Effect of accumulated pore pressure on shear modulus Gmax of saturated fine sand during undrained cyclic loading[J].Rock and Soil Mechanics, 2005, 26 (6): 884 – 888. (in Chinese))
    [21]
    陈国兴 , 王志华 , 左 熹 , 等 . 振动台试验叠层剪切型土箱的研制 [J]. 岩土工程学报 , 2010, 32 (1): 89 – 97. ( CHEN Guo-xing, WANG Zhi-hua, ZUO Xi, et al. Development of laminar shear container for shaking table test[J]. Chinese Journal of Geotechnical Engineering, 2010, 32 (1): 89 – 97. (in Chinese))
    [22]
    HARDIN B O, DRNVICH V P. Shear modulus and damping in soils: design equations and curves[J]. Journal of the Soil Mechanics and Foundation Engineering Division, ASCE, 1972, 98 (7): 667 – 692.
    [23]
    HARDIN B O, BLACK W L. Closure on vibration modulus of normally consolidated clay[J]. Journal of Soil Mechanics & Foundations Div, ASCE, 1969, 95 (SM6): 1531 – 1537.
    [24]
    HARDIN B O, BLACK W L. Vibration modulus of normally consolidated clay[J]. Journal of Soil Mechanics & Foundations Div, ASCE, 1968, 94 (2): 353 – 369.
    [25]
    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, 26 (3): 7 – 15. (WANG Bing-hui, CHEN Guo-xing, HU Qing-xing. Experimental research on dynamic shear modulus and damping of Nanjing fine sand[J]. World Earthquake Engineering, 2010, 26 (3): 7 – 15. (in Chinese))
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