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Volume 35 Issue 12
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CHEN Qing-Sheng, XIONG Hao, GAO Guang-yun. Procedure for evaluating seismic compression in sands based on R-N cumulative damage fatigue nonlinear model[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(12): 2203-2211.
Citation: CHEN Qing-Sheng, XIONG Hao, GAO Guang-yun. Procedure for evaluating seismic compression in sands based on R-N cumulative damage fatigue nonlinear model[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(12): 2203-2211.
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Procedure for evaluating seismic compression in sands based on R-N cumulative damage fatigue nonlinear model

  • 1. Faculty of Engineering, University of Wollongong, NSW 2500, Australia;
    2.Taizhou University, Taizhou 318000, China;
    3.Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, China

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  • Received Date: April 09, 2013
  • Published Date: November 30, 2013
    Graphical Abstract
    • Abstract
  • The strain-controlled cyclic direct simple shear tests are conducted using step loading with drafted different loading sequences. Based on the R-N model and classic P-M model, the damage values of the soil materials are evaluated and compared with the test ones in order to verify the validity of R-N model. In view of the characters of R-N model which can reflect the influence of loading amplitude as well as loading sequence, the evaluating procedure for seismic compression in sands is derived according to R-N cumulative damage fatigue nonlinear theory. Using GCTS testing system, 404 groups of strain-controlled dynamic simple shear tests are carried out for the U.S. Filter clean sand. Considering the effects of loading amplitude, overburden pressure and relative density of sand, the parameters of the model are tested, and a regression model for parameters is established. Also 202 groups of strain-controlled dynamic simple shear tests using input real seismic loads with different properties are performed to determine the vertical deformations of sand samples due to seismic loading under different cases. Finally, both history curves and cumulative seismic compression values predicted by the proposed procedure are compared with those from tests for the purpose of verifying the validity.
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    • References (29)
  • [1]
    袁晓铭, 孙 锐, 孟上九. 土体地震大变形分析中Seed有效循环次数方法的局限性[J]. 岩土工程学报, 2004, 26(2): 207-211. (YUAN Xiao-ming, SUN Rui, MENG Shang-jiu. Limitation of the Seed's method of significant cyclic number in analyzing large deformation of soils during earthquake[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(2): 207-211. (in Chinese))
    [2]
    NAGASE H, ISHIHARA K. Liquefaction-induced compaction and settlement of sand during earthquakes[J]. Soils and Foundations, 1988, 28(1): 65-76.
    [3]
    WHANG D, REIMER M F, BRAY J D, et al. Characterization of seismic compression of some compacted fills[C]// Advances in Unsaturated Geotechnics, Geo-Denver, 2000: 180-194.
    [4]
    STEWART J P. Documentation and analysis of field case histories of seismic compression during the 1994 Northridge, California, Earthquake[M]. Berkeley: Pacific Earthquake Engineering Research Center, 2002.
    [5]
    孟凡超. 液化地基上建筑物不均匀震陷机理初步研究[D].哈尔滨: 中国地震局工程力学研究所, 2006. (MENG Fan-chao. Primary study on mechanism of earthquake- induced differential settlement of buildings on liquefiable subsoil[D]. Ha'erbin: Institute of Engineering Mechanics, China Earthquake Administration, 2006. (in Chinese))
    [6]
    SILVER M L, SEED H B. Deformation characteristics of sands under cycilc loading[J]. Journal of the Soil Mechanics and Foundations Division, ASCE, 1971, 97(8): 1081-1098.
    [7]
    YOUD T L. Compaction of sands by repeated shear straining[J]. Journal of the Soil Mechanics and Foundations Division, ASCE, 1972, 98(7): 709-725.
    [8]
    SEED H B, SILVER M L. Settlement of dry sands during earthquakes[J]. Journal of the Soil Mechanics and Foundations Division, ASCE, 1972, 98(4): 381-397.
    [9]
    PYKE R, SEED H B, CHAN C K. Settlement of sands under multidirectional shaking[J]. Journal of Geotechnical Engineering, ASCE, 1975, 101(4): 378-398.
    [10]
    WHANG D H, STEWART J P, BRAY J D. Effect of compaction conditions on the seismic compression of compacted fill soils[J]. Geotechnical Testing Journal, ASTM, 2004, 27(4): 371-379.
    [11]
    WHANG D H, MOYNEUR M S, DUKU P M, et al. Seismic compression behavior of nonplastic silty sands[C]// Proceedings of the International Symposium on Advanced Experimental Unsaturated Soil Mechanics. Trento, 2005.
    [12]
    DUKU P M, STEWART J P, WHANG D H, et al. Volumetric strains of clean sands subject to cyclic loads[J]. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2008, 134(8): 1073-1085.
    [13]
    STEWART J P, WHANG D H, MOYNEUR M. Seismic compression of as-compacted fill soils with variable levels of fines content and fines plasticity[R]. Los Angeles: University of California, 2004.
    [14]
    STEWART J P, YEE E, DUKU P M. Volume change in unsaturated soils from cyclic loading[R]. Los Angeles: University of California, 2009.
    [15]
    孟凡超, 袁晓铭, 孙 锐. 加速度峰值不对称性特征及其影响[J]. 自然灾害学报, 2008, 17(1): 191-196. (MENG Fan-chao, YUAN Xiao-ming, SUN Rui. Study of characteristics and effect of asymmetry of peak ground acceleration[J]. Journal of Natural Disasters, 2008, 17(1): 191-196. (in Chinese))
    [16]
    陈青生, 高广运, 何俊锋. 地震荷载不规则性对砂土震陷的影响[J]. 岩土力学, 2011, 32(12): 3713-3720. (CHEN Qing-sheng, GAO Guang-yun, HE Jun-feng. Effect of irregularity of earthquake loading on seismic compression of sand[J]. Rock and Soil Mechanics, 2011, 32(12): 3713-3720. (in Chinese))
    [17]
    TOKIMATSU K, SEED H B. Evaluation of settlements in sands due to earthquake shaking[J]. Journal of Geotechnical Engineering Division, ASCE, 1987, 113(8): 861-878.
    [18]
    PRADEL D. Procedure to evaluate earthquake-induced settlements in dry sandy soil[J]. Journal of Geotechnical Engineering Division, ASCE, 1998, 124(4): 364-368.
    [19]
    STEWART J P, WHANG D H. Simplified procedure to estimate ground settlement from seismic compression in compacted soils[C]// Proceedings of the 2003 Pacific Conference on Earthquake Engineering. New Zealand Society for Earthquake Engineering, 2003.
    [20]
    SEED R B, CETIN K O, MOSS R E S, et al. Recent advances in soil liquefaction engineering and seismic site response evaluation[C]// Proceedings of 4th International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, 2001.
    [21]
    LIU A H, STEWART J P, ABRAHAMSON N A. Equivalent number of uniform stress cycles for soil liquefaction analysis[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2001, 127(12): 1017-1026.
    [22]
    DARENDELI M B, STOKOE K H. Development of a new family of normalized modulus reduction and material damping curves[R]. Texas: University of Texas, 2001.
    [23]
    PALMGREN A. Die lebensdauer von kugella geru[J]. ZVDI, 1924, 68(14): 339-341. (PALMGREN A. Life length of rouer bearing[J]. Journal of the Association of Germary Engineering, 1924, 68(14): 339-341. (in German))
    [24]
    陈青生. 多维地震荷载作用砂土震陷计算方法研究[D]. 上海: 同济大学, 2012. (CHEN Qing-sheng. Study on the procedure for evaluating seismic compression induced by multi-dimensional earthquake shaking[D]. Shanghai: Tongji University, 2012. (in Chinese))
    [25]
    陈青生, 高广运, 何俊锋, 等. 多向地震荷载对砂土震陷的影响[J]. 岩土工程学报, 2011, 33(7): 1022-1028. (CHEN Qing-sheng, GAO Guang-yun, HE Jun-feng, et. al. Effect of multidirectional earthquake loading on seismic compression of sand[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(7): 1022-1027. (in Chinese) )
    [26]
    RICHART F E, NEWMARK N M. An hypothesis for the determination of cumulative damage in fatigue[C]// ASTM Proceeding. Phildelphia PA, 1948.
    [27]
    GREEN R A, TERRI G A. Number of equivalent cycles concept for liquefaction evaluations-revisited[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2005, 131(4): 477-488.
    [28]
    陈青生, 高广运, GREEN R A等. 砂土震陷分析中多维地震荷载等效循环周数计算[J]. 世界地震工程, 2012, 26(增刊): 6-12. (CHEN Qing-sheng, GAO Guang-yun, GREEN R A. Computation of equivalent number of uniform strain cycles for seismic compression of sand subjected to multi d irectional earthquake loading[J]. World Earthquake Engineering, 2012, 26(S0): 6-12. (in Chinese))
    [29]
    BYRNE P M. A cyclic shear-volume coupling and pore pressure model for sand[C]// Proceedings of Second International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. St Louis, 1991.
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