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 11
Turn off MathJax
Article Contents
Abstract
References
ZHANG Xian-min, LÜ Yao-zhi, DONG Qian, ZHANG Yu-hui. Evaluating compaction quality of soil-rock mixture based on theory of elastic waves[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(11): 2051-2057. DOI: 10.11779/CJGE201511016
Citation: ZHANG Xian-min, LÜ Yao-zhi, DONG Qian, ZHANG Yu-hui. Evaluating compaction quality of soil-rock mixture based on theory of elastic waves[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(11): 2051-2057. DOI: 10.11779/CJGE201511016
shu

Evaluating compaction quality of soil-rock mixture based on theory of elastic waves

  • 1. College of Airport, Civil Aviation University of China, Tianjin 300300, China;
    2. Tianjin Municipal Engineering Design & Research Institute, Tianjin 300201, China;
    3. School of Civil engineering Tianjin University, Tianjin 300072, China

More Information
  • Received Date: August 19, 2014
  • Published Date: November 19, 2015
    Graphical Abstract
    • Abstract
  • A new method based on the theory of elastic waves is founded to evaluate the compaction quality of soil-rock mixture accurately and efficiently. Based on large numbers of laboratory tests and analyses, the model for shear wave velocity propagation in soil-rock mixture is established. Then the compaction of fine-grain soil between rocks can be calculated, and it can represent the compaction quality of soil-rock mixture. In the end, the maximum dry densities of the fine-grained soil in different kinds of the soil-rock mixture with different quantities of water and rock are presented according to the results of a lot of vibration compaction tests in laboratory, and the criteria for the nominal compaction quality of soil-rock mixture are constituted. The relationship between the shear wave velocity and the Rayleigh wave velocity is analyzed, and the results can give a hand to get shear wave velocity by Rayleigh wave tests. Finally, the proposed method is used to evaluate a program of airport runway soil-rock mixture foundation to verify its feasibility.
    • FullText(HTML)
    • References (21)
  • [1]
    FRANCK B, FRANCOIS N, FÉLIX D. Physical processes within a 2D granular layer during an impact[J]. Granular Matter, 2008(10): 415-437.
    [2]
    JAROSLAV F. Notes on the effect of grain crushing on the granular soil behavior[J]. Engineering Geology, 2002, 63: 93-98.
    [3]
    LEE J S, FERNANDEZ A L, SANTAMARINA J C. S-wave velocity tomography: small-scale laboratory application[J]. Geotechnical Testing Journal, 2005, 28(4): 336-344.
    [4]
    徐文杰, 胡瑞林, 岳中琦, 等. 土石混合体细观结构及力学特性数值模拟研究[J]. 岩石力学与工程学报, 2007, 26(2): 300-311. (XU Wen-jie, HU Rui-lin, YUE Zhong-qi, et al. Mesostructural character and numerical simulation of mechanical properties of soil-rock mixtrres[J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(2): 300-311. (in Chinese))
    [5]
    马松林, 王 龙, 王哲人. 土石混合料室内振动压实研究[J]. 中国公路学报, 2001, 14(1): 5-8. (MA Song-lin, WANG Long, WANG Zhe-ren. Study of compacting properties of soil-aggregate mixture[J]. China Journal of Highway Transport, 2001, 14(1): 5-8. (in Chinese))
    [6]
    董 云, 柴贺军, 杨慧丽. 土石混填路基原位直剪与室内大型直剪试验比较[J]. 岩土工程学报, 2005, 27(2): 235-238. (DONG Yun, CHAI He-jun, YANG Hui-li. Comparison of shear test in site and lab large-scale shear test for rock-soil aggregate of roadbed[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(2): 235-238. (in Chinese))
    [7]
    韦 刚, 赵明阶, 黄卫东. 土石路堤模型试验及压实度的波动测试[J]. 重庆交通学院学报, 2004, 23(4): 49-53. (WEI Gang, ZHAO Ming-jie, HUANG Wei-dong. Slil-stone embankment models and wave testing of compaction degree[J]. Journal of Chongqing Jiaotong University, 2004, 23(4): 49-53. (in Chinese))
    [8]
    张献民, 王建华. 公路工程瞬态激振无损检测技术[J]. 土木工程学报, 2003, 36(10): 105-110. (ZHANG Xian-min, WANG Jian-hua. Nondestructive detection tecnique for transient vibrition used to highway engineering[J]. China Civil Engineering Journal, 2003, 36(10): 105-110. (in Chinese))
    [9]
    赵明阶, 黄卫东, 韦 刚. 公路土石混填路基压实度波动检测技术及应用[M]. 北京: 人民交通出版社, 2006. (ZHAO Ming-jie, HUANG Wei-dong, WEI Gang. Highway soil-rock subgrade compaction wave detection technology and application[M]. Beijing: China Communications Press, 2006. (in Chinese))
    [10]
    RICHEFEU V, RADJAI F, YOUSSOUFI M S El. Stress transmission in wet granular materials[J]. The European Physical Journal E, 2006, 21: 359-369.
    [11]
    张宇辉, 张献民, 程国勇. 土石混合介质中石料间隙土压实度剪切波速评价研究[J]. 岩土工程学报, 2011, 33(6): 909-915. (ZHANG Yu-hui, ZHANG Xian-min, CHENG Guo-yong. The study on interval soil compactness evaluation by the shear-wave velocity of soil-stone mixture[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(6): 909-915. (in Chinese))
    [12]
    周燕国. 土结构性的剪切波速表征及对动力特性的影响[D]. 杭州: 浙江大学, 2007. (ZHOU Yan-guo. Shear wave velocity-based characterization of soil structure and its effects on dynamic behavior[D]. Hangzhou: Zhejiang University, 2007. (in Chinese))
    [13]
    张献民, 庄旭瑞, 张宇辉, 等. 含水率对土石混合介质剪切波传播速度的影响分析[J]. 公路交通科技, 2010, 27(12): 16-20. (ZHANG Xian-min, ZHUANG Xu-rui, ZHANG Yu-hui, et al. Study of influence of water content on shear wave velocity of soil-stone mixture[J]. Journal of Highway and Transportation Research and Development, 2010, 27(12): 16-20. (in Chinese))
    [14]
    JTG F10—2006公路路基施工技术规范[S]. 北京: 人民交通出版社, 2006. (JTG F10—2006 Construct methods of subgrade and pavement for highway engineering[S]. Beijing: China communications Press, 2006. (in Chinese))
    [15]
    王 龙, 马松林, 徐德新, 等. 土石混合料的结构分类[J].哈尔滨建筑大学学报, 2000, 33(6): 129-132. (WANG Long, MA Song-lin, XU De-xin, et al. The construtive classification of the soil-aggregate mixture[J]. Journal of harbin university of C. E. & architecture, 2000, 33(6): 129-132. (in Chinese))
    [16]
    郭庆国. 粗粒土的工程性质及应用[M]. 郑州: 黄河水利出版社, 2001. (GUO Qing-guo. Engineering property and application of coarse grained soil[M]. Zhengzhou: Yellow River Conservancy Press, 2001. (in Chinese))
    [17]
    JTG E 40—2007公路土工试验规程[S]. 北京: 人民交通出版社, 2007. (JTG E 40—2007 Test methods of soils for highway engineering[S]. Beijing: China communic- ations Press, 2007. (in Chinese))
    [18]
    ZHANG Xian-min, LÜ Yao-zhi, ZHAO Yi-ming, et al. Study on poisson ratio of soil-rock mixture in low strain[J]. Applied mechanics and materials, 2011(90/91/92/93): 1921-1925.
    [19]
    崔建文, 廖振鹏, 黄振平. 反演工程场地剪切波速剖面的简化剥层法[J]. 土木工程学报, 1994, 27(3): 50-58. (CUI Jian-wen, LIAO Zhen-peng, HUANG Zhen-ping. Simplified stripping method for inversing shear wave velocity in situ[J]. China Civil Engineering Journal, 1994, 27(3): 50-58. (in Chinese))
    [20]
    刘志丰, 黄茂松. 瑞利波法试验研究和理论综述[J]. 同济大学学报, 2004, 32(3): 312-316. (LIU Zhi-feng, HUANG Mao-song. Survey of theoretical and experimental aspects on surface waves testing method[J]. Journal of Tongji University, 2004, 32(3): 312-316. (in Chinese))
    [21]
    MH 5004—2009民用机场水泥混凝土道面设计规范[S]. 2009. (MH 5004—2009 Specifications for airport cement concrete pavement design[S]. 2009. (in Chinese))
    • Related Articles
  • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (305) PDF downloads (273) Cited by()
    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