Advanced Search
  • Indexed in Scopus
  • Source Journal for Chinese Scientific and Technical Papers and Citations
  • Included in A Guide to the Core Journal of China
  • Indexed in Ei Compendex
Volume 19 Issue 5
Turn off MathJax
Article Contents
Abstract
References
Related Articles
Wu Jingping, Chu Yao, Lou Zhigang. Influence of Particle Breakage on Deformation and Strength Properties of Calcareous Sands[J]. Chinese Journal of Geotechnical Engineering, 1997, 19(5): 51-57.
Citation: Wu Jingping, Chu Yao, Lou Zhigang. Influence of Particle Breakage on Deformation and Strength Properties of Calcareous Sands[J]. Chinese Journal of Geotechnical Engineering, 1997, 19(5): 51-57.
shu

Influence of Particle Breakage on Deformation and Strength Properties of Calcareous Sands

  • Institute of Mechanics Chinese Academy of Sciences Beijing 100080

More Information
  • Published Date: September 25, 1997
    Graphical Abstract
    • Abstract
  • The influence of particle breakage on deformation and strength properties of calcareous sands was investigated using artificial calcareous sands and triaxial testing. The results indicate that particle breakage depends on the sample′s plastic work received during testing, and reduces the volume expansion and peak strength of the sands.
    • FullText(HTML)
    • References (0)
    • Related Articles

  • Related Articles

    [1]ZHANG Xin-hui, FU Ping, YIN Jian-min, LIU Yuan-kun. In-situ stress characteristics and active tectonic response of Xianglushan tunnel of Middle Yunnan Water Diversion Project[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(1): 130-139. DOI: 10.11779/CJGE202101015
    [2]CAI Guo-qing, SHENG Dai-chao, ZHOU An-nan. Approach for predicting the relative coefficient of permeability of unsaturated soils with different initial void ratios[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(5): 827-835. DOI: 10.11779/CJGE201405004
    [3]SHAO Long-tan. Skeleton stress equation for saturated soils[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(12): 1833-1837.
    [4]Fundamental equations and analytic methods of three-dimensional slope stability[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(12): 1892-1897.
    [5]A solution of Gibson’s governing equation of one-dimensional consolidation[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(5).
    [6]TU Xinbin, DAI Fuchu. Analytical solution for one-dimensional heat transfer equation of soil and evaluation for thermal diffusivity[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(5): 652-657.
    [7]CHANG Der-wen, LIN Bor-Shiun, LIN Kuan-Wu. Interpreting pile capacity from wave equation analysis[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(1): 30-37.
    [8]WU Wen, XU Songlin, YANG Chunhe, BAI Shiwei, ZHENG Fajin. Investigation on the constitutive relationship and equation of state for rock salt under impact loading[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(3): 367-372.
    [9]LU Jianfei, WANG Jianhua, SHEN Weiping. The integral equation method to solve pile group problem considering the consolidation and rheology of soil[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(6): 650-653.
    [10]Li Shiping, Li Yushou, Wu Zhenye. The Permeability-Strain Equations Relating to Complete Stress-strain Path of the Rock[J]. Chinese Journal of Geotechnical Engineering, 1995, 17(2): 13-19.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views PDF downloads Cited by()
    Related
    Website 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