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胶凝砂砾石料弹塑性本构模型研究

蔡新, 杨杰, 郭兴文, 武颖利

蔡新, 杨杰, 郭兴文, 武颖利. 胶凝砂砾石料弹塑性本构模型研究[J]. 岩土工程学报, 2016, 38(9): 1569-1577. DOI: 10.11779/CJGE201609003
引用本文: 蔡新, 杨杰, 郭兴文, 武颖利. 胶凝砂砾石料弹塑性本构模型研究[J]. 岩土工程学报, 2016, 38(9): 1569-1577. DOI: 10.11779/CJGE201609003
shu
CAI Xin, YANG Jie, GUO Xing-wen, WU Ying-li. Elastoplastic constitutive model for cement-sand-gravel material[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(9): 1569-1577. DOI: 10.11779/CJGE201609003
Citation: CAI Xin, YANG Jie, GUO Xing-wen, WU Ying-li. Elastoplastic constitutive model for cement-sand-gravel material[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(9): 1569-1577. DOI: 10.11779/CJGE201609003
shu

胶凝砂砾石料弹塑性本构模型研究  English Version

  • 1. 河海大学水利水电学院,江苏 南京210098;
    2. 河海大学力学与材料学院,江苏 南京210098;
    3. 水利部土石坝破坏机理与防控技术重点实验室,江苏 南京210029;
    4. 南京水利科学研究院岩土工程研究所,江苏 南京 210024

基金项目: 水利部土石坝破坏机理与防控技术重点实验室开放基金项目（YK913001）; 国家自然科学基金项目（51179061）; 国家“十二五”科技支撑计划项目（2012BAD10B02）; 中央级公益性科研院所基本科研业务费专项资金（青年）基金项目（Y313003）; 中央高校基本科研业务费专项资金项目（2014B36814）
详细信息
    作者简介:

    蔡 新（1964- ）,男,江苏启东人,博士,教授,从事力学教学和水工结构方面的研究。E-mail: xcai@hhu.edu.cn。

  • 中图分类号: TU411；TV321；TV649

Elastoplastic constitutive model for cement-sand-gravel material

  • 1. College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210098, China;
    2. College of Mechanics and Materials, Hohai University, Nanjing 210098, China;
    3. Key Laboratory of Failure Mechanism and Safety Control Techniques of Earth-Rock Dam of the Ministry of Water Resources, Nanjing 210029, China;
    4. Geotechnical Engineering Department, Nanjing Hydraulic Research Institute, Nanjing 210024, China

摘要

    摘要
  • 摘要: 为了建立合理的胶凝砂砾石料弹塑性本构模型,对胶凝掺量60 kg/m3的胶凝砂砾石料进行了三轴剪切排水与加卸载试验研究,结果可描述不同围压下的胶凝砂砾石料的应力-应变特性。基于试验数据及一些专家的研究,确定模型的弹性部分,提出了胶凝砂砾石料的剪切屈服与体积屈服方程,引入广义塑性理论,建立了适用于胶凝砂砾石料的弹塑性本构模型。模型共有9个参数,参数较少且确定简单。利用三轴剪切排水试验数据验证该模型计算结果,表明其能够较准确地反映胶凝砂砾石料应力应变关系。
    Abstract: In order to establish an elastoplastic constitutive model for cement-sand-gravel (CSG) material, firstly some samples with cement content of 60 kg/m3 are prepared for the consolidated drained triaxial tests under constant confining pressure, isotropic loading-unloading-reloading tests and loading-unloading-reloading triaxial tests (under consolidated drained condition). The test results depict the stress-strain curves under various confining pressures. Based on the test results and some related researches on CSG material by some experts, the elastic part of the model is put forward, the shear and volume yield surface model is proposed, and by introducing the generalized plasticity theory, an appropriate elastoplastic constitutive model for CSG material is established. The calculated results by the model including 9 parameters are compared with the experimental data of the consolidated drained triaxial tests. It is shown that the proposed model accurately depicts the relationship between stress and strain for CSG material.
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    • 参考文献(17)
  • [1] LONDE P, LINO M. The faced symmetrical hardfill dam: a new concept for RCC[J]. International Water Power& Dam Construction, 1992(2): 19-24.
    [2] FUJISAWA T, NAKAMURA A, KAWASAKI H, et al. Material properties of CSG for the seismic design of trapezoid-shaped CSG dam[C]// Proceedings of the Thirteenth World Conference on Earthquake Engineering. Vancouver B C, 2004.
    [3] 李永新, 何蕴龙, 乐治济. 胶结砂砾石坝应力与稳定有限元分析[J]. 中国农村水利水电, 2005(7): 35-38. (LI Yong-xin, HE Yun-long, LE Zhi-ji. Analysis of the stress and finite element stability for the cemented sand & gravel dam[J]. China Rural Water and Hydropower, 2005(7): 35-38. (in Chinese))
    [4] 何蕴龙, 刘俊林, 李建成. Hardfill筑坝材料应力-应变特性与本构模型研究[J]. 四川大学学报(工程科学版), 2011, 43(6): 40-47. (HE Yun-long, LIU Jun-lin, LI Jian-cheng. Study on the stress-strain property and constitutive model of hardfill material[J]. Journal of Sichuan University (Engineering Science Edition), 2011, 43(6): 40-47. (in Chinese))
    [5] 蔡 新, 武颖利. 胶凝堆石料本构特性研究[J]. 岩土工程学报, 2010, 32(9): 1340-1344. (CAI Xin, WU Ying-li. Constitutive equation for CSG materials[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(9): 1340-1344. (in Chinese))
    [6] WU Meng-xi, DU Bin, YAO Yuan-cheng, et al. An experimengtal study on stress-strain behavior and constitutive model of hardfill material[J]. Science China (Physics, Mechanics & Astronomy), 2011, 54(11): 2015-2024.
    [7] 刘俊林, 何蕴龙, 熊 堃, 等. Hardfill材料非线性弹性本构模型研究[J]. 水利学报, 2013, 44(4): 451-461. (LIU Jun-lin, HE Yun-long, XIONG Kun, et al. Study on nonlinear elasticity constitutive model of Hardfill material[J]. Journal of Hydraulic Engineering, 2013, 44(4): 451-461. (in Chinese))
    [8] 蔡 新, 杨 杰, 郭兴文, 等.一种胶凝砂砾石坝坝料非线性 K-G-D 本构新模型[J]. 河海大学学报(自然科学版), 2014, 42(6): 491-496. (CAI Xin, YANG Jie, GUO Xing-wen, et al. A new type of nonlinear K-G-D constitutive model for CSG material[J]. Journal of Hohai University (Natural Sciences), 2014, 42(6): 491-496. (in Chinese))
    [9] 孙明权, 彭成山, 李永乐, 等. 超贫胶结材料三轴试验[J].水利水电科技进展, 2007, 27(4): 46-49. (SUN Ming-quan, PENG cheng-shan, LI Yong-le, et al. Triaxial test of over lean cemented material[J]. Advances in Science and Technology of Water Resource, 2007, 27(4): 46-49. (in Chinese))
    [10] 武颖利. 胶凝堆石坝坝料力学特性及大坝工作性态研究[D]. 南京: 河海大学, 2010. (WU Ying-li. Study on the mechanical properties and the working behavior of CSG dams[D]. Nanjing: Hohai University, 2010. (in Chinese))
    [11] SL 678—2014胶结颗粒料筑坝技术导则[S]. (SL 678—2014 Technical guidelines for cemented material dams[S]. (in Chinese))
    [12] 傅 华, 陈生水, 韩华强, 等. 胶凝砂砾石料静、动力三轴剪切试验研究[J]. 岩土工程学报, 2015, 37(2): 357-362. (FU Hua, CHEN Sheng-shui, HAN Hua-qiang, et al. Experimental study on static and dynamic properties of cemented sand and gravel[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(2): 357-362. (in Chinese))
    [13] 钱家欢, 殷宗泽. 土工原理与计算[M]. 北京: 中国水利水电出版, 1996. (QIAN Jia-huan, YIN Zong-ze. Geotechnical principles and computations[M]. Beijing: Chinese Water Sources and Hydroelectric Power Press, 1996. (in Chinese))
    [14] 沈广军. 基于沈珠江双屈服面模型理论的土体弹塑性模型[J]. 探矿工程(岩土钻掘工程), 2010, 37(1): 40-44. (SHEN Guang-jun. Elasto plasticity constitutive model of soils based on Shen Zhu-jiang's double-yield surface theory[J]. Exploration Engineering(Rock & Soil Drilling and Tunneling), 2010, 37(1): 40-44. (in Chinese))
    [15] 殷宗泽, 邓肯J M. 剪胀土与非剪胀土的应力应变关系[J].岩土工程学报, 1984, 6(4): 24-37. (YIN Zong-ze, Duncan J M. A stress-strain relationship for dilative and nondilative soils[J]. Chinese Journal of Geotechnical Engineering, 1984, 6(4): 24-40. (in Chinese))
    [16] 白 川. 广义塑性力学模型在ABAQUS中的二次开发和工程应用[D]. 银川: 宁夏大学, 2010. (BAI Chuan. The secondary development by ABAQUS and the engineering application of the generalized plastic mechanics[M]. Yinchuan: Ningxia University, 2010. (in Chinese))
    [17] 蔡 新, 宋小波, 明 宇, 等. 胶凝堆石料大三轴试验[J].河海大学学报(自然科学版), 2013, 41(5): 424-427. (CAI Xin, SONG Xiao-bo, MING Yu, et al. Large-scale triaxial tests for CSG materials[J]. Journal of Hohai University (Natural Sciences), 2013, 41(5): 424-427. (in Chinese))
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出版历程
  • 收稿日期:  2015-06-09
  • 发布日期:  2016-09-24

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