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CHEN Ziyu, LI Guoying, MI Zhankuan, WEI Kuangmin. Creep model for rockfill materials based on particle breakage energy consumption[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(6): 1155-1165. DOI: 10.11779/CJGE20230202
Citation: CHEN Ziyu, LI Guoying, MI Zhankuan, WEI Kuangmin. Creep model for rockfill materials based on particle breakage energy consumption[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(6): 1155-1165. DOI: 10.11779/CJGE20230202

Creep model for rockfill materials based on particle breakage energy consumption

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  • Received Date: March 08, 2023
  • Available Online: June 04, 2024
  • Due to the complex rheological characteristics of rockfill materials, the existing empirical creep models have problems such as unclear meaning and too many parameters. Based on the remediation project of Hongshiyan landslide dam, the mechanical properties of landslide dam materials are tested. The correlation between the creep strain energy and the compression pressure and stress level in the creep process is analyzed, and the expression for the creep strain energy is obtained. Based on the ROWE stress dilatancy relationship considering the energy dissipation of particle breakage and the inference that the tangential volume ratio remains constant in the creep process, the expressions for the final volumetric strain and deviatoric strain are derived, and the established model can reflect the mechanism of creep deformation of rockfill materials. The analysis results of other rockfill materials such as granite rockfill, breccia rockfill and sand gravel show that the proposed creep model is universal.
  • [1]
    KARALAR M, CAVUSLI M. Examination of 3D long-term viscoplastic behaviour of a CFR dam using special material models[J]. Geomechanics and Engineering, 2019, 17(2): 119-131.
    [2]
    CAVUSLU M. Evaluating effects of various water levels on long-term creep and earthquake performance of masonry arch bridges using finite difference method[J]. Geomechanics and Engineering, 2022, 31(1): 31-52.
    [3]
    沈珠江. 土石料的流变模型及其应用[J]. 水利水运科学研究, 1994(4): 335-342. https://www.cnki.com.cn/Article/CJFDTOTAL-SLSY404.004.htm

    SHEN Zhujiang. A creep model of rock-fill material and determination of its parameters by back analysis[J]. Journal of Nanjing Hydraulic Research Institute, 1994(4): 335-342. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-SLSY404.004.htm
    [4]
    郭兴文, 王德信, 蔡新, 等. 混凝土面板堆石坝流变分析[J]. 水利学报, 1999, 30(11): 42-47. doi: 10.3321/j.issn:0559-9350.1999.11.008

    GUO Xingwen, WANG Dexin, CAI Xin, et al. Rheological analysis of concrete faced rockfill dam[J]. Journal of Hydraulic Engineering, 1999, 30(11): 42-47. (in Chinese) doi: 10.3321/j.issn:0559-9350.1999.11.008
    [5]
    李国英, 米占宽, 傅华, 等. 混凝土面板堆石坝堆石料流变特性试验研究[J]. 岩土力学, 2004, 25(11): 1712-1716. doi: 10.3969/j.issn.1000-7598.2004.11.007

    LI Guoying, MI Zhankuan, FU Hua, et al. Experimental studies on rheological behaviors for rockfills in concrete faced rockfill dam[J]. Rock and Soil Mechanics, 2004, 25(11): 1712-1716. (in Chinese) doi: 10.3969/j.issn.1000-7598.2004.11.007
    [6]
    米占宽. 考虑颗粒破碎的粗颗粒料本构模型[D]. 南京: 南京水利科学研究院, 2011.

    MI Zhankuan. A Constitutive Model for Coarse Granular Materials Incorporating Particle Breakage[D]. Nanjing: Nanjing Hydraulic Research Institute, 2011. (in Chinese)
    [7]
    李海芳, 徐泽平, 温彦锋, 等. 九甸峡堆石料蠕变特性试验研究[J]. 水力发电学报, 2010, 29(6): 166-171. https://www.cnki.com.cn/Article/CJFDTOTAL-SFXB201006029.htm

    LI Haifang, XU Zeping, WEN Yanfeng, et al. Study of Jiudianxia rockfill creep behaviors by triaxial creep model test[J]. Journal of Hydroelectric Engineering, 2010, 29(6): 166-171. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-SFXB201006029.htm
    [8]
    于浩, 李海芳, 温彦锋, 等. 九甸峡堆石料三轴蠕变试验初探[J]. 岩土力学, 2007, 28(增刊1): 103-106. https://cpfd.cnki.com.cn/Article/CPFDTOTAL-AGLU200710007022.htm

    YU Hao, LI Haifang, WEN Yanfeng, et al. Study on triaxial creep test for Jiudianxia rockfill materials[J]. Rock and Soil Mechanics, 2007, 28(S1): 103-106. (in Chinese) https://cpfd.cnki.com.cn/Article/CPFDTOTAL-AGLU200710007022.htm
    [9]
    程展林, 丁红顺. 堆石料蠕变特性试验研究[J]. 岩土工程学报, 2004, 26(4): 473-476. doi: 10.3321/j.issn:1000-4548.2004.04.009

    CHENG Zhanlin, DING Hongshun. Creep test for rockfill[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(4): 473-476. (in Chinese) doi: 10.3321/j.issn:1000-4548.2004.04.009
    [10]
    左永振, 程展林, 丁红顺, 等. 堆石料蠕变试验方法研究[J]. 长江科学院院报, 2009, 26(12): 63-65, 70. doi: 10.3969/j.issn.1001-5485.2009.12.016

    ZUO Yongzhen, CHENG Zhanlin, DING Hongshun, et al. Method research for rockfill creep test[J]. Journal of Yangtze River Scientific Research Institute, 2009, 26(12): 63-65, 70. (in Chinese) doi: 10.3969/j.issn.1001-5485.2009.12.016
    [11]
    周伟, 胡颖, 杨启贵, 等. 高混凝土面板堆石坝流变机理及长期变形预测[J]. 水利学报, 2007, 38(增刊1): 100-105. https://cpfd.cnki.com.cn/Article/CPFDTOTAL-ZGSL200711001019.htm

    ZHOU Wei, HU Ying, YANG Qigui, et al. Study on creep mechanism and long-term deformation prediction for high concrete face rockfill dam[J]. Journal of Hydraulic Engineering, 2007, 38(S1): 100-105. (in Chinese) https://cpfd.cnki.com.cn/Article/CPFDTOTAL-ZGSL200711001019.htm
    [12]
    ZHOU W, MA G, HU C. Long-term deformation control theory of high concrete face rockfill dam and application[C]// 2011 Asia-Pacific Power and Energy Engineering Conference. Wuhan, 2011.
    [13]
    ZHOU W, CHANG X L, ZHOU C B, et al. Creep analysis of high concrete-faced rockfill dam[J]. International Journal for Numerical Methods in Biomedical Engineering, 2010, 26(11): 1477-1492. doi: 10.1002/cnm.1230
    [14]
    王海俊, 殷宗泽. 堆石流变试验及双屈服面流变模型的研究[J]. 岩土工程学报, 2008, 30(7): 959-963. doi: 10.3321/j.issn:1000-4548.2008.07.002

    WANG Haijun, YIN Zongze. Creep tests of rockfill and double-yield surface creep model[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(7): 959-963. (in Chinese) doi: 10.3321/j.issn:1000-4548.2008.07.002
    [15]
    王海俊, 殷宗泽. 荷载作用堆石流变特性试验研究[J]. 水利水运工程学报, 2008(2): 48-53. doi: 10.3969/j.issn.1009-640X.2008.02.008

    WANG Haijun, YIN Zongze. Experimental study on creep deformation of rockfill considering load action[J]. Hydro-Science and Engineering, 2008(2): 48-53. (in Chinese) doi: 10.3969/j.issn.1009-640X.2008.02.008
    [16]
    FU Z Z, CHEN S S, SHI B X. Large-scale triaxial experiments on the creep behavior of a saturated rockfill material[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2018, 144(7): 1-10.
    [17]
    FU Z Z, CHEN S S, WEI K M. A generalized plasticity model for the stress-strain and creep behavior of rockfill materials[J]. Science China Technological Sciences, 2019, 62(4): 649-664. doi: 10.1007/s11431-018-9362-3
    [18]
    黄耀英, 包腾飞, 田斌, 等. 基于组合指数型流变模型的堆石坝流变分析[J]. 岩土力学, 2015, 36(11): 3217-3222. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201511024.htm

    HUANG Yaoying, BAO Tengfei, TIAN Bin, et al. Rheological analysis of rockfill dam based on compound exponential rheological model[J]. Rock and Soil Mechanics, 2015, 36(11): 3217-3222. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201511024.htm
    [19]
    曹光栩. 山区机场高填方工后沉降变形研究[D]. 北京: 清华大学, 2012.

    CAO Guangxu. Study on Post-Construction Settlement of High Fill Foundation in Mountainous Airport[D]. Beijing: Tsinghua University, 2012. (in Chinese)
    [20]
    宋二祥, 曹光栩. 山区高填方地基蠕变沉降特性及简化计算方法探讨[J]. 岩土力学, 2012, 33(6): 1711-1718, 1723. doi: 10.3969/j.issn.1000-7598.2012.06.017

    SONG Erxiang, CAO Guangxu. Characteristics and simplified calculation method of creep settlement of high fill foundation in mountain area[J]. Rock and Soil Mechanics, 2012, 33(6): 1711-1718, 1723. (in Chinese) doi: 10.3969/j.issn.1000-7598.2012.06.017
    [21]
    陈涛. 复杂加载条件下堆石料的流变特性与计算模型[D]. 北京: 清华大学, 2018.

    CHEN Tao. Creep Properties and Calculation Model of Rockfill under Complex Loading Condition[D]. Beijing: Tsinghua University, 2018. (in Chinese)
    [22]
    朱晟, 王永明, 徐骞. 粗粒筑坝材料的增量流变模型研究[J]. 岩土力学, 2011, 32(11): 3201-3206. doi: 10.3969/j.issn.1000-7598.2011.11.001

    ZHU Sheng, WANG Yongming, XU Qian. Study of incremental rheological model of coarse grained material for embankment[J]. Rock and Soil Mechanics, 2011, 32(11): 3201-3206. (in Chinese) doi: 10.3969/j.issn.1000-7598.2011.11.001
    [23]
    FU Z Z, CHEN S S, ZHONG Q M, et al. Modeling interaction between loading-induced and creep strains of rockfill materials using a hardening elastoplastic constitutive model[J]. Canadian Geotechnical Journal, 2019, 56(10): 1380-1394. doi: 10.1139/cgj-2018-0435
    [24]
    FU Z Z, CHEN S S, LIU S H. Hypoplastic constitutive modelling of the wetting induced creep of rockfill materials[J]. Science China Technological Sciences, 2012, 55(7): 2066-2082. doi: 10.1007/s11431-012-4835-4
    [25]
    ZHANG B Y, CHEN T, PENG C, et al. Experimental study on loading-creep coupling effect in rockfill material[J]. International Journal of Geomechanics, 2017, 17(9): 1-12.
    [26]
    XU M, JIN D H, SONG E X, et al. Full-scale creep test and back-analysis of the long-term settlement of heavy-loaded shallow foundations on a high rockfill embankment[J]. Computers and Geotechnics, 2019, 115: 103156. doi: 10.1016/j.compgeo.2019.103156
    [27]
    傅华, 凌华, 韩华强, 等. 新疆库玛拉克河大石峡水电站砼面板砂砾石坝筑坝材料工程特性试验报告[R]. 南京: 南京水利科学研究院, 2013.

    FU Hua, LING Hua, HAN Hua-qiang, et al. Experimental Report on Engineering Characteristics of Concrete Face Sand-Gravel Dam of Dashixia Hydropower Station on Kumalak River in Xinjiang[R]. Nanjing: Nanjing Hydraulic Research Institute, 2013. (in Chinese)
    [28]
    李国英, 米占宽, 傅华, 等. 300 m级高面板堆石坝安全性及关键技术研究堆石料室内三轴剪切试验研究报告[R]. 南京: 南京水利科学研究院, 2014.

    LI Guoying, MI Zhankuan, FU Hua, et al. Research on Safety and Key Technology of 300 m High Concrete Face Rockfill Dam Report on Triaxial Shear Test of Rockfill Material[R]. Nanjing: Nanjing Hydraulic Research Institute, 2014. (in Chinese)
    [29]
    傅中志, 陈生水, 张意江, 等. 堆石料加载与流变过程中塑性应变方向研究[J]. 岩土工程学报, 2018, 40(8): 1405-1414. doi: 10.11779/CJGE201808005

    FU Zhongzhi, CHEN Shengshui, ZHANG Yijiang, et al. Plastic strain directions of rockfill materials during loading and creeping[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(8): 1405-1414. (in Chinese) doi: 10.11779/CJGE201808005
    [30]
    XU M, HONG J T, SONG E X. DEM study on the macro- and micro-responses of granular materials subjected to creep and stress relaxation[J]. Computers and Geotechnics, 2018, 102: 111-124. doi: 10.1016/j.compgeo.2018.06.009
    [31]
    ZHAO Z H, SONG E X. Particle mechanics modeling of creep behavior of rockfill materials under dry and wet conditions[J]. Computers and Geotechnics, 2015, 68: 137-146. doi: 10.1016/j.compgeo.2015.04.008
    [32]
    王占军, 陈生水, 傅中志. 堆石料流变的黏弹塑性本构模型研究[J]. 岩土工程学报, 2014, 36(12): 2188-2194. doi: 10.11779/CJGE201412005

    WANG Zhanjun, CHEN Shengshui, FU Zhongzhi. Viscoelastic-plastic constitutive model for creep deformation of rockfill materials[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(12): 2188-2194. (in Chinese) doi: 10.11779/CJGE201412005
    [33]
    LADE P V, LIGGIO C D Jr, NAM J. Strain rate, creep, and stress drop-creep experiments on crushed coral sand[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2009, 135(7): 941-953. doi: 10.1061/(ASCE)GT.1943-5606.0000067
    [34]
    ROWE P W. The stress-dilatancy relation for static equilibrium of an assembly of particles in contact[J]. Mathematical and Physical Sciences, 1962, 269: 500-527.
    [35]
    UENG T S, CHEN T J. Energy aspects of particle breakage in drained shear of sands[J]. Géotechnique, 2000, 50(1): 65-72.

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