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 37 Issue 10
Turn off MathJax
Article Contents
Abstract
References
ZHU Jun-gao, GUO Wan-li, WANG Yuan-long, WEN Yan-feng. Equation for soil gradation curve and its applicability[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(10): 1931-1936. DOI: 10.11779/CJGE201510023
Citation: ZHU Jun-gao, GUO Wan-li, WANG Yuan-long, WEN Yan-feng. Equation for soil gradation curve and its applicability[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(10): 1931-1936. DOI: 10.11779/CJGE201510023
shu

Equation for soil gradation curve and its applicability

  • 1. Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098, China;
    2. Geotechnical Research Institute, Hohai University, Nanjing 210098, China;
    3. Department of Civil Engineering, North University of China, Taiyuan 030051, China;
    4. Department of Geotechnical Engineering, China Institute of Water Resources and Hydropower Research, Beijing 100038, China

More Information
  • Received Date: December 08, 2014
  • Published Date: October 19, 2015
    Graphical Abstract
    • Abstract
  • A new gradation equation which can be used to describe continuous gradation is put forward. Basic properties and reflection ability for different soils of the equation are studied, and general applicability of the equation is validated. The study shows that the equation can describe three typical soil gradation curves which are hyperbola, reversed S-shaped and approximate straight line shape, and has a wide applicability of clay, silt, sand and coarse-grained soil. The shape of gradation curve is determined by parameter b, namely hyperbola or reversed S-shaped, and when m is small, the curve is similar to a straight line. The slope of the curve is mainly determined by parameter m, and increases with the increase of m. The equation has more obvious advantages and broader applicability than Swamee's. Gradation curves of artificial blasting rockfill material from six earth-rock dams at home and abroad are studied, indicating that the range of parameters is roughly -0.28<b<0.64 and 0.45<m<0.75.
    • FullText(HTML)
    • References (18)
  • [1]
    GB/T50145—2007 土的工程分类标准[S]. 2007. (GB/T50145—2007 Standrad for engineering classificatin of soil[S]. 2007. (in Chinese))
    [2]
    OHM H S, SAHADEWA A, HRYCIW R D, et al. Sustainable soil particle size characterization through image analysis[J]. Geotechnical and Geological Engineering, 2013, 31(6): 1647-1652.
    [3]
    陈志波, 朱俊高, 王 强. 宽级配砾质土压实特性试验研究[J]. 岩土工程学报, 2008, 30(3): 446-449. (CHEN Zhi-bo, ZHU Jun-gao, WANG Qiang. Compaction property of wide grading gravelly soil[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(3): 446-449. (in Chinese))
    [4]
    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))
    [5]
    古兴伟, 沈 蓉, 张永全. 复杂应力路径下糯扎渡堆石料应力-应变特征研究[J]. 岩土工程学报, 2008, 27(增刊1): 3251-3260. (GU Xing-wei, SHEN Rong, ZHANG Yong-quan. Study on stress-strain properties of rockfill materials under different stress paths in nuozhadu project[J]. Chinese Journal of Rock Mechanics and Engineering, 2008, 27(S1): 3251-3260. (in Chinese))
    [6]
    邹玉华, 陈 群, 何昌荣, 等. 不同应力条件下砾石土防渗料和反滤料联合抗渗试验研究[J]. 岩土力学, 2012, 33(8): 2323-2329. (ZOU Yu-hua, CHEN Qun, HE Chang-rong, et al. Filter tests on gravelly soil and filter material under different stress states[J]. Rock and Soil Mechanics, 2012, 33(8): 2323-2329. (in Chinese))
    [7]
    王俊杰, 卢孝志, 邱珍锋, 等. 粗粒土渗透系数影响因素试验研究[J]. 水利水运工程学报, 2013(6): 16-20. (WANG Jun-jie, LU Xiao-zhi, QIU Zhen-feng, et al. Experimental studies on influence factors of permeabilitycoefficients of coarse-grained soil[J]. Hydro-Science and Engineering, 2013(6): 16-20. (in Chinese))
    [8]
    杜成斌, 孙立国, 江守燕, 等. 全级配混凝土梁动强度提高机理研究[J]. 河海大学学报 (自然科学版), 2012, 40(3): 294-299. (DU Cheng-bin, SUN Li-guo, JIANG Shou-yan, et al. Dynamic strength enhancement mechanism of a fully-graded concrete beam[J]. Journal of Hohai University(Natural Sciences), 2012, 40(3): 294-299. (in Chinese))
    [9]
    朱俊高, 翁厚洋, 吴晓铭, 等. 粗粒料级配缩尺后压实密度试验研究[J]. 岩土力学, 2010, 31(8): 2394-2398. (ZHU Jun-gao, WENG Hou-yang, WU Xiao-ming, et al. Experimental study of compact density of scaled coarse-grained soil[J]. Rock and Soil Mechanics, 2010, 31(8): 2394-2398. (in Chinese)).
    [10]
    李 罡, 刘映晶, 尹振宇, 等. 粒状材料临界状态的颗粒级配效应[J]. 岩土工程学报, 2014, 36(3): 452-457. (LI Gang, LIU Ying-jing, YIN Zhen-yu, et al. Grading effect on critical state behavior of granular materials[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(3): 452-457. (in Chinese))
    [11]
    蒋明镜, 郑 敏, 王 闯, 等. 不同颗粒级配的某火山灰的力学性质试验研究[J]. 岩土力学, 2009, 30(增刊2): 64-66. (JIANG Ming-jing, ZHENG Min, WANG Chuang, et al. Experimental investigation on mechanical properties of a volcanic ashwith different grain size gradations[J]. Rock and Soil Mechanics, 2009, 30(S2): 64-66. (in Chinese))
    [12]
    FULLER W B, THOMPSON S E. The laws of proportioning concrete[J]. Transactions of the American Society of Civil Engineers, 1906, 57(2): 67-143.
    [13]
    TALBOT A N, RICHART F E. The strength of concrete-its relation to the cement, aggregates and water[J]. Illinois Univ Eng Exp Sta Bulletin, 1923, 137: 1-118.
    [14]
    SWAMEE P K, OJHA C S P. Bed-load and suspended-load transport of nonuniform sediments[J]. Journal of Hydraulic Engineering, 1991, 117(6): 774-787.
    [15]
    YASUHARA K, MURAKAMI S, HAMZA M, et al. Effects of drainage on improving post-cyclic behaviour of non-plastic silt[C]//Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering: The Academia and Practice of Geotechnical Engineering. Alexandria, 2009: 171-174.
    [16]
    TÜRKMEN H K, ERGUN M U. Load sharing under 1-g model rigid piled rafts[C]// Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering. Alexandria, 2009: 490-494.
    [17]
    GB/T 17671—2005 水泥胶砂强度检验方法[S]. 2005. (GB/T 17671—2005 Strength test method for cement mortar[S]. 2005. (in Chinese))
    [18]
    罗扎诺夫H H. 土石坝[M]. 水利电力部黄河水利委员会科技情报站, 译. 北京: 水利电力出版社, 1986. (ROZANOV H H. Earth and rock-fill dam[M]. Science and Technology Information Station of the Yellow River Water Resources Committee of the Ministry of Water Resources and Electric Power, trans. Beijing: Conservancy and Electric Power Press, 1986. (in Chinese))
    • Related Articles
  • Supplements (0)

  • Cited by

    Periodical cited type(26)

    1. 林昀昭，简文彬，陈瑞敏，康浩隆，章德生. 降雨作用下基于电导性能的土坡基质吸力时空变化试验研究. 自然灾害学报. 2024(01): 139-150 .
    2. 张莎莎，易方正，杨晓华，张瑞元，陈伟志. 颗粒级配对压实砾砂类氯盐渍土溶陷特性的影响. 建筑科学与工程学报. 2024(06): 162-170 .
    3. 付业扬，刘朝晖，高乾丰，曾铃，余慧聪. 干湿循环作用下预崩解炭质泥岩微观结构及持水特性研究. 中南大学学报(自然科学版). 2023(01): 292-304 .
    4. 满吉芳. 碱激发粉煤灰地质聚合物对黄土力学性能的改性研究. 水利水电技术(中英文). 2023(01): 207-215 .
    5. 梁志超，张爱军，任文渊，胡海军，王毓国，李双村. 不同含水率高易溶盐含量的伊犁黄土流变特性. 农业工程学报. 2023(05): 90-99 .
    6. 张川，张玉锴，李淑芳，王楚燕，普建丹，刘武江，谢祥荣，段青松，李效顺. 干湿交替下木纤维重构红壤的水力特性. 农业工程学报. 2023(08): 103-110 .
    7. 彭敏，郭鉴辉，郭东欣，马建勋，罗冬. 利用原位浸水试验计算非饱和黄土基质吸力方法研究. 岩土工程技术. 2023(04): 397-402 .
    8. 熊存洪，马煜，赵森，黄玉淞. 乐山泥岩的水土曲线和崩解特征试验研究. 力学与实践. 2023(05): 990-998 .
    9. 周恩全，崔磊，姚缘，左熹. 非饱和橡胶粉土土水特征曲线及颗粒接触状态. 土木与环境工程学报(中英文). 2023(06): 104-112 .
    10. 杨松，黄英豪. 斥水膨胀土的水力稳定性. 农业工程学报. 2023(24): 127-133 .
    11. 刘青灵，简文彬，许旭堂，聂闻. 基于可靠度方法的全基质吸力段土-水特征模型研究. 水文地质工程地质. 2022(01): 92-100 .
    12. 张建辉，丁子凯，陈宝泽，刘靖，杨红雨. 滨海盐渍土土-水特征曲线试验研究. 长江科学院院报. 2022(04): 106-110+115 .
    13. 叶涛. 新疆伊犁地区低液限粉质黏土土水特征曲线试验研究. 铁道勘察. 2022(04): 56-60 .
    14. 梁志超，张爱军，任文渊，王毓国，胡锦方，韩婧文. 石灰改良黄土土水特征拟合模型及微观特性. 岩土工程学报. 2022(S1): 241-246 . 本站查看
    15. 董贵宇，聂中明，陈希，陈海雯. 黄土湿陷性与物理力学指标的相关性分析：以新疆伊犁地区黄土为例. 世界地质. 2022(04): 751-762 .
    16. 赵佳敏，张爱军，牛丽思，于宁，程旨辉，赵双权. 考虑体应变及干湿循环的黑龙江膨胀土土水特征研究. 西北农林科技大学学报(自然科学版). 2021(01): 143-154 .
    17. 牛丽思，张爱军，王毓国，任文渊，张婉. 湿度和密度变化下伊犁黄土的压缩和湿陷特性. 水力发电学报. 2021(02): 167-176 .
    18. 米文静，张爱军，任文渊，杨涛，黄绵松，刘宏泰. 轻量土减重换填消减黄土湿陷的方法研究. 水利学报. 2021(01): 51-61 .
    19. 程学磊，张瑞敏，李岩. 改性玄武岩残积土土-水特征曲线试验研究. 人民长江. 2021(09): 203-208 .
    20. 梁志超，胡再强，郭婧，王凯，冯哲，折海成. 非饱和石灰黄土土水特征与压缩湿陷特性研究. 水力发电学报. 2020(03): 66-75 .
    21. 米文静，张爱军，刘争宏，刘宏泰. 黄土自重湿陷变形的多地层离心模型试验方法. 岩土工程学报. 2020(04): 678-687 . 本站查看
    22. 张宏，刘海洋，李聪. 风积沙路基土土-水特征曲线温度效应研究. 中国公路学报. 2020(07): 42-49 .
    23. 吴尚杰. 闽南砂性填料土水特征曲线的滤纸法试验研究. 路基工程. 2020(04): 93-96+101 .
    24. 陈钊，姚志勇. 降雨入渗条件下土质路堤边坡稳定性研究. 西部交通科技. 2020(11): 87-89+122 .
    25. 牛丽思，张爱军，王毓国，韩婧文，赵佳敏，胡锦方. NaCl含量对伊犁原状黄土湿陷和溶陷特性的影响. 岩土工程学报. 2020(S2): 67-71 . 本站查看
    26. 包得祥，余云燕，杨克诚. 兰州地区含盐红层泥岩土水特征曲线研究. 兰州交通大学学报. 2019(05): 25-34 .

    Other cited types(33)

Catalog

    Get Citation
    PDF
    XML
    Article views (452) PDF downloads (519) Cited by(59)
    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