Advanced Search
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊
Volume 40 Issue 4
Turn off MathJax
Article Contents
Abstract
References
WANG Yuan, ZHANG Sheng, AO Da-hua, YU Yu-zhen, SUN Xun. Particle breakage characteristics of rockfills under complex stress paths[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(4): 698-706. DOI: 10.11779/CJGE201804014
Citation: WANG Yuan, ZHANG Sheng, AO Da-hua, YU Yu-zhen, SUN Xun. Particle breakage characteristics of rockfills under complex stress paths[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(4): 698-706. DOI: 10.11779/CJGE201804014
shu

Particle breakage characteristics of rockfills under complex stress paths

  • 1. State Key Laboratory of Hydroscience and Engineering, Tsinghua University, Beijing 100084, China;
    2. Power Construction Corporation of China Guiyang Engineering Corporation Limited, Guiyang 550081, China;

More Information
  • Received Date: January 08, 2017
  • Published Date: April 24, 2018
    Graphical Abstract
    • Abstract
  • A series of conventional triaxial tests, isotropic compression tests and complex stress path triaxial tests are conducted to investigate the particle breakage characteristics of rockfills, which are evaluated quantitatively by using the relative breakage Br. The plastic work in the progress of triaxial tests under different stress paths is compared. The relationship between particle breakage and plastic work done by the mean stress p or generalized shear stress q under different stress paths is analyzed. The results show that the particle breakage of triaxial tests under complex stress paths which simulate the stress paths of rockfills during the progress of construction and impoundment of earth-rockfill dams is much less than that of the conventional triaxial tests. The relationship between plastic work and relative breakage under different stress paths tends to show a unique curve, which can be well fitted by the power function. The plastic work done by the generalized shear stress q accounts for a dominant proportion of all work in the conventional triaxial tests. And in the complex stress path triaxial tests, the proportion of plastic work done by the mean stress p to that done by the generalized shear stress q is different from case to case.
    • FullText(HTML)
    • References (28)
  • [1]
    刘萌成, 高玉峰, 刘汉龙. 模拟堆石料颗粒破碎对强度变形的影响[J]. 岩土工程学报, 2011, 33(11): 1691-1699.
    (LIU Meng-cheng, GAO Yu-feng, LIU Han-long.Effect of particle breakage on strength and deformation of modeled rockfills[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(11): 1691-1699. (in Chinese))
    [2]
    孔德志, 张丙印, 孙逊. 人工模拟堆石料颗粒破碎应变的三轴试验研究[J]. 岩土工程学报, 2009, 31(3): 464-469.
    (KONG De-zhi, ZHANG Bing-yin, SUN Xun.Triaxial tests on particle breakage strain of artificial rockfill materials[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(3): 464-469. (in Chinese))
    [3]
    郭熙灵, 胡辉, 包承纲. 堆石料颗粒破碎对剪胀性及抗剪强度的影响[J]. 岩土工程学报, 1997, 19(3): 83-88.
    (GUO Xi-ling, HU Hui, BAO Cheng-gang.Experimental studies of the effects of grain breakage on the dilatancy and shear strength of rock fill[J]. Chinese Journal of Geotechnical Engineering, 1997, 19(3): 83-88. (in Chinese))
    [4]
    刘汉龙, 秦红玉, 高玉峰, 等. 堆石粗粒料颗粒破碎试验研究[J]. 岩土力学, 2005, 26(4): 562-566.
    (LIU Han-long, QIN Hong-yu, GAO Yu-feng, et al.Experimental study on particle breakage of rockfill and coarse aggregates[J]. Rock and Soil Mechanics, 2005, 26(4): 562-566. (in Chinese))
    [5]
    迟世春, 贾宇峰. 土颗粒破碎耗能对罗维剪胀模型的修正[J]. 岩土工程学报, 2005, 27(11): 1266-1269.
    (CHI Shi-chun, JIA Yu-feng.Rowe’s stress-dilatancy model modified for energy dissipation of particle breakage[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(11): 1266-1269. (in Chinese))
    [6]
    XIAO Y, LIU H.Elastoplastic constitutive model for rockfill materials considering particle breakage[J]. International Journal Geomechanics, ASCE, 2017, 17(1): 04016041.
    [7]
    XIAO Y, LIU H, et al.Effect of intermediate principal-stress ratio on particle breakage of rockfill material[J]. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2016, 142(4): 06015017.
    [8]
    贾宇峰, 王丙申, 迟世春. 堆石料剪切过程中的颗粒破碎研究[J]. 岩土工程学报, 2015, 37(9): 1692-1697.
    (JIA Yu-feng, WANG Bing-shen, CHI Shi-chun.Particle breakage of rockfill during triaxial tests[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(9): 1692-1697. (in Chinese))
    [9]
    GUPTA A K.Effect of particle size and confining pressure on breakage and strength parameters of rockfill materials[J]. Electronic Journal of Geotechnical Engineering, 2009, 14: 1-12.
    [10]
    李雪梅, 李红文, 方华建. 基于大型直剪试验的粗粒料颗粒破碎对比研究[J]. 岩土工程学报, 2015, 34(增刊1): 3581-3587.
    (LI Xuemei1, LI Hongwen1, FANG Huajian. Comparative study of crushing of coarse-grained soils by large-scale direct shear by tests[J]. Chinese Journal of Geotechnical Engineering, 2015, 34(S1): 3581-3587. (in Chinese))
    [11]
    HARDIN B O.Crushing of soil particles[J]. Journal of Geotechnical Engineering, ASCE, 1985, 111(10): 1177-1192.
    [12]
    陈生水, 傅中志, 韩华强. 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): 1489-1495.
    (CHEN Sheng-shui, FU Zhong-zhi, HAN Hua-qiang.An elastoplastic model for rockfill materials considering particle breakage[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(10): 1489-1495. (in Chinese))
    [13]
    丁树云, 蔡正银, 凌华. 堆石料的强度与变形特性及临界状态研究[J]. 岩土工程学报, 2010, 32(2): 248-252.
    (DING Shu-yun, CAI Zheng-yin, LING Hua.Strength and deformation characteristics and critical state of rock fill[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(2): 248-252. (in Chinese))
    [14]
    LEE K L, FARHOOMAND I.Compressibility and crushing of granular soil in anisotropic triaxial compression[J]. Canadian Geotechnical Journal, 1967, 4(1): 69-86.
    [15]
    LADE P V, YAMAMURO J A, BOPP P A.Significance of particle crushing in granular materials[J]. Journal of Geotechnical Engineering, ASCE, 1996, 122(4): 309-316.
    [16]
    柏树田, 崔亦昊. 堆石的力学性质[J]. 水力发电学报, 1997(3): 21-30.
    (BAI Shu-tian, CUI Yi-hao.Mechanics characteristic of rock fill[J]. Hydroelectricity, 1997(3): 21-30. (in Chinese))
    [17]
    MARSAL R J.Large scale testing of rockfill materials[J]. Journal of Soil Mechanics and Foundations Division, ASCE, 1967, 93(2): 27-43.
    [18]
    NAKATA Y, HYDE A F L, HYODO M, et al. A probabilistic approach to sand particle crushing in the triaxial test[J]. Géotechnique, 1999, 49(5): 567-583.
    [19]
    吴京平, 褚瑶, 楼志刚. 颗粒破碎对钙质砂变形及强度特性的影响[J]. 岩土工程学报, 1997, 19(5): 49-55.
    (WU Jing-ping, CHU Yao, LOU Zhi-gang.Influence of particle breakage on deformation and strength properties of calcareous sands[J]. Chinese Journal of Geotechnical Engineering, 1997, 19(5): 49-55. (in Chinese))
    [20]
    杨光. 复杂应力条件下堆石料的静动特性与本构模型研究[D]. 北京: 清华大学, 2009.
    (YANG Guang.Study on Static-dynamic behavior and constitutive model of rockfill materials under complex stress conditions[D]. Beijing: Tsinghua University, 2009. (in Chinese))
    [21]
    SL237—1999 土工试验规程[S]. 1999. (SL237—1999 Specification of soil test[S]. 1999. (in Chinese))
    [22]
    EISENSTEIN Z, LAW S T C. The role of constitutive laws in analysis of embankments[C]// Proceedings of 3rd international Conference on Numerical Methods in Geomechanics. Aachen, 1979.
    [23]
    DOLEIALOVA M, HOIENI A.A path dependent computational model for rockfill dams[C]// Proceedings of international symposium on Numerical Models in Geomechanics. Zurich, 1982.
    [24]
    张丙印, 吕明治, 高莲士. 粗粒料大型三轴试验中橡皮膜嵌入量对体变的影响及校正[J]. 水利水电科技, 2003, 34(2): 30-33.
    (ZHANG Bing-yin, LÜ Min-zhi, GAO Lian-shi.Correction of membrane penetration in large-scale triaxial tests for granular materials[J]. Water Resources and Hydropower Engineering, 2003, 34(2): 30-33. (in Chinese))
    [25]
    XIAO Y, LIU H, et al.Bounding surface model for rockfill materials dependent on density and pressure under triaxial stress conditions[J]. Journal of Engineering Mechanics, ASCE, 2014, 140(4): 04014002.
    [26]
    XIAO Y, LIU H, et al.Bounding surface plasticity model incorporating the state pressure index for rockfill materials[J]. Journal of Engineering Mechanics, ASCE, 2014, 140(11): 04014087.
    [27]
    殷宗泽, 赵航. 土坝浸水变形分析[J]. 岩土工程学报, 1990, 12(2): 1-8.
    (YIN Zong-ze, ZHAO Hang.Deformation analysis of earth dam during reservoir filling[J]. Chinese Journal of Geotechnical Engineering, 1990, 12(2): 1-8. (in Chinese))
    [28]
    ALONSO E E, OLIVELLA S, PINYOL N M.A review of beliche dam[J]. Géotechnique, 2005, 55(4): 267-285.
    • Related Articles
  • Supplements (0)

  • Cited by

    Periodical cited type(12)

    1. 李慎刚，石云方，刘晋宁，蒋琛. 碎石土路基填料压实及渗透特性. 工程科学学报. 2024(05): 918-926 .
    2. 陈小翔. 碎石土路基填料压实及渗透特性研究. 江西建材. 2024(10): 52-54 .
    3. 钟丽，陈鑫莲，刘晓璇，罗明星，王兴肖. 不同应力路径下钙质砂的力学及变形特性试验研究. 岩土力学. 2023(10): 2929-2941 .
    4. 张向韬，高溢钊，于玉贞，王翔南，湛正刚. 考虑颗粒破碎与各向异性的堆石料广义塑型模型（英文）. Journal of Central South University. 2022(04): 1274-1288 .
    5. 高敏，何绍衡，夏唐代，丁智，王新刚，张琼方. 复杂应力路径下钙质砂颗粒破碎及抗剪强度特性. 岩土力学. 2022(S1): 321-330 .
    6. 张季如，罗明星，彭伟珂，张弼文. 不同应力路径下钙质砂力学特性的排水三轴试验研究. 岩土工程学报. 2021(04): 593-602 . 本站查看
    7. 杨贵，冯乾，颜行. 先期振动影响下堆石料静力特性试验研究. 河南科学. 2021(03): 386-394 .
    8. 罗明星，张季如，刘晓璇. 考虑应力路径和颗粒破碎影响的钙质砂剪胀特性及剪胀方程研究. 岩土工程学报. 2021(08): 1453-1462 . 本站查看
    9. 王龙，朱俊高，郭万里，陆阳洋. 无黏性土压缩模型及其验证. 岩土力学. 2020(01): 229-234 .
    10. 李彦彬，李飒，刘小龙，陈文炜. 颗粒破碎对钙质砂压缩特性影响的试验研究. 工程地质学报. 2020(02): 352-359 .
    11. 张文力，冯梅梅，吴疆宇. 循环载荷作用下级配碎石力学特性试验研究. 实验力学. 2020(04): 629-638 .
    12. 贾宇峰，姚世恩，迟世春. 等应力比路径下粗粒土湿化试验研究. 岩土工程学报. 2019(04): 648-654 . 本站查看

    Other cited types(16)

Catalog

    Get Citation
    PDF
    XML
    Article views (326) PDF downloads (228) Cited by(28)
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return