“南水”双屈服面模型的两点修正
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同济大学;南京水利科学研究院,南京水利科学研究院;水利部土石坝破坏机理与防控技术重点实验室,南京水利科学研究院;水利部土石坝破坏机理与防控技术重点实验室

中图分类号:

TU43

基金项目:

国家自然科学基金(91215301,51379130,51309161);中央级公益性科研院所基本科研业务费专项资金项目(Y314011).


Two Modifications to the Shen Zhujiang's Double Yield Surface Model
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    摘要:

    基于堆石料大型三轴试验数据,分析研究了其切线模量和切线体积比与应力状态的关系,建立了切线模量和体积比与应力比之间的函数关系式,并将其引入“南水“双屈服面弹塑性模型中.运用修正模型对不同应力路径下堆石料的大型三轴压缩试验结果进行了模拟,结果表明,修正模型在未增加参数的情况下较好克服了原模型在描述堆石料应力应变关系,特别是剪胀(缩)特性方面的不足,可更好地模拟堆石料的强度和变形特性.

    Abstract:

    Taking the original triaxial test data as the basis, this study analyzed the relationship between the tangential modulus, or the tangent bulk ratio and the stress state. The corresponding relational expression were proposed, respectively. Then, the two new expressions were introduced into Shen’s elastoplastic model with double yield surfaces to replace the old ones. The triaxial simulated results of rockfill materials showed that the modified model can overcome the disadvantages of using the damage stress ratio to control the final strength, especially the inadequate characteristics of shear dilatation (contraction). And the simulated results of different stresspath triaxial tests confirmed the new model can well simulate the strength and deformation characteristics of rockfill.

    参考文献
    [1]秦红玉, 刘汉龙, 高玉峰, 等. 粗粒料强度和变形的大型三轴试验研究[J]. 岩土力学, 2004, 25(10): 1575 – 1580.Qin Hong-yu, Liu Han-long, Gao Yu-feng, et al. Research on strength and deformation behavior of coarge aggregates based on large-scale triaxialtests[J]. Rock and Soil Mechnics, 2004, 25(10): 1575 – 1580.
    [2]Duncan, J. M., and Chang, C. Y. (1970). “Nonlinear analysis of stress and strain in soils.” J. Soil Mech. and Found. Div., 96(5), 1629–1653.
    [3]沈珠江. 土体应力应变分析的一种新模型[C]//第五届土力学及基础工程学术讨论会论文集. 北京: 中国建筑工业出版社,1990: 101-105.SHEN Zhu-jiang. A new constitutive model for soils[C]// Proceedings of the 5th Chinese Conference on Soil Mechanics and Foundation Engineering, Beijing: China Architechure Building Press, 1990: 101-105.
    [4]张丙印, 贾延安, 张宗亮. 堆石体修正Rowe剪胀方程与南水模型[J]. 岩土工程学报, 2007,29(10):1443-1448.ZHANG Bing-yin, JIA Yan-an, ZHANG Zong-liang. Modified Rowe’s dilatancy law of rockfill and Shen Zhujiang’s double yield surfaces elastoplasticmodel[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(10): 1443-1448.
    [5]米占宽, 李国英, 陈生水. 基于破碎能耗的粗颗粒料本构模型[J]. 岩土工程学报, 2012, 34(10): 1801–1811.MI Zhan-kuan, LI Guo-ying, CHEN Sheng-shui. Constitutive model for coarse granular materials based on breakage energy[J]. Chinese Journal of Geotechnical Engineering,2012, 34(10): 1801–1811.
    [6]朱百里, 沈珠江. 计算土力学[M]. 上海:上海科学技术出版社, 1990: 58–59.ZHU Bai-li, SHEN Zhu-jiang. Computational Soil Mechanics[M]. Shanghai:Shanghai science and Technology Press, 1990: 58-59.
    [7]Janbu, N. (1963). “ Soil compressibility as determined by oedometer and triaxial tests.” Proc. of the European Conf. on Soil Mechanics and Foundation Engineering, Deutsche Gesellschaft für Erd-und Grundbau. e. V., Essen, Germany, 259–263.
    [8]陈生水, 傅中志, 韩华强, 等. 一个考虑颗粒破碎的堆石料弹塑性本构模型[J]. 岩土工程学报, 2011, 33(10): 1489-1496.CHEN Sheng-shui, FU Zhong-zhi, HAN Hua-qiang, et al. An elastoplastic model for rockfill materials considering particle breakage[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(10): 1489-1496.
    [9]杨光, 孙逊, 于玉贞, 等. 不同应力路径下粗粒料力学特性试验研究[J]. 岩土力学, 2010, 31(4): 1118-1122.YANG Guang, SUN Xun, YU Yu-zheng, et al. Experimental study of mechanical behavior of a coarse-grained material under various stress paths[J]. Rock and Soil Mechanics, 2010, 31(4): 1118-1122.
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王庭博,陈生水,傅中志.“南水”双屈服面模型的两点修正[J].同济大学学报(自然科学版),2016,44(3):0362~0368

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  • 收稿日期:2015-04-14
  • 最后修改日期:2015-12-09
  • 录用日期:2015-09-14
  • 在线发布日期: 2016-03-25
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