Hu Zhongxiong, Li Xiangyue, Zhou Jianmin, Chen Wenhua. Determination of Molecular Diffusion Coefficient of Compacted Cohesive Soil[J]. Chinese Journal of Geotechnical Engineering, 1994, 16(6): 132-139.
    Citation: Hu Zhongxiong, Li Xiangyue, Zhou Jianmin, Chen Wenhua. Determination of Molecular Diffusion Coefficient of Compacted Cohesive Soil[J]. Chinese Journal of Geotechnical Engineering, 1994, 16(6): 132-139.

    Determination of Molecular Diffusion Coefficient of Compacted Cohesive Soil

    More Information
    • Published Date: November 24, 1994
    • This Paper describes a convection diffusion model for interpreting contaminant migration in porous materials.Methods to determine the diffusion coefficient for different geotechnical materials and their numerical rage are summarized based on the results of previous laboratory and field tests. A new method of determining molecular diffusion coefficients and the test results of different compacted cohe-sive soil are reported.
    • Related Articles

      [1]DENG Hua-feng, WANG Zhe, LI Jian-lin, JIANG Qiao, ZHANG Heng-bin. Effect of unloading rate and pore water pressure on mechanical properties of sandstone[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(11): 1976-1983. DOI: 10.11779/CJGE201711004
      [2]ZHANG Tao, LIU Song-yu, CAI Guo-jun. Relationship between small-strain shear modulus and growth of strength for stabilized silt[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(11): 1955-1964. DOI: 10.11779/CJGE201511003
      [3]WANG Li-yan, GAO Peng, CHEN Guo-xing, FU Ren-jian. Experimental study on deformation behavior and shear strength of mixed soil blended with steel slag[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 126-132.
      [4]ZAI Jinmin, ZHANG Yunjun, WANG Xudong, CHANG Yinsheng. Experimental research on deformation and strength of cohesive soil under lateral extension[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(9): 1409-1412.
      [5]ZHUANG Xinshan, WANG Gongxun, ZHU Ruigeng, TIAN Bi. Experimental study on unconfined compressive strength of clays stabilized with fly ash and slag[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(8): 965-969.
      [6]FU Wenxi, NIE Dexin, SHANG Yuequan, CHEN Yunmin. Study on the laboratory compression test of the Tertiary argillaceous sediments in the upstream of Yellow River under super-high pressure[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(2): 170-173.
      [7]KONG Xianjing, JIA Gexu, ZOU Degao, LOU Shulian, HAN Guocheng. Deformation characteristics of rockfill at small strains[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(1): 32-37.
      [8]Hu Xiewen. Study on evaluation of deformation modulus of no clay weak interbed[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(1): 112-115.
      [9]Zhang Ding. Analysis and computation of the deformation modulus of the pile in the composite foundation[J]. Chinese Journal of Geotechnical Engineering, 1999, 21(2): 70-73.
      [10]Kong Lingwei, Yuan Jianxin. Back calculation of modulus of deformation and bearing capacity for foundation after dynamic consolidation[J]. Chinese Journal of Geotechnical Engineering, 1999, 21(2): 18-22.

    Catalog

      Chen Wenhua

      1. On this Site
      2. On Google Scholar
      3. On PubMed
      Article views (1394) PDF downloads (296) Cited by()
      Related

      /

      DownLoad:  Full-Size Img  PowerPoint
      Return
      Return