Zheng Jianlong, Zhang Qisen. Finite Elements Analysis of Reflection Crack and Stress Intensity Factors in Half Rigid Pavements[J]. Chinese Journal of Geotechnical Engineering, 1990, 12(3): 22-31.
    Citation: Zheng Jianlong, Zhang Qisen. Finite Elements Analysis of Reflection Crack and Stress Intensity Factors in Half Rigid Pavements[J]. Chinese Journal of Geotechnical Engineering, 1990, 12(3): 22-31.

    Finite Elements Analysis of Reflection Crack and Stress Intensity Factors in Half Rigid Pavements

    More Information
    • Published Date: May 24, 1990
    • On the basis of fracture mechanics, the problem of reflection crack in half rigid pavements is studied in this paper by use of isoparametric finite elements method. And by introducing singular elements, Stress intsnsity factors at crack tip are calculated.The function of stresses absorbing membrane to prevent refletion crack from growinq is investigated.Nume rical results show that the shear stress is the main cause of producing reflection crackin half rigid pavements. Laying a stresses absorbing membrane between surface layer and basic layer can prevent reflection crack from developing to a certain extent. Moreover, the material with properties of small Young’s modulus, large permissible strain and non-britlleness under low temperature is most suitable for the stresses absorbing membrane.
    • Related Articles

      [1]GONG Jian-qing, PENG Wen-zhe. Three-dimensional finite element analysis of stress and deformation characteristics of energy piles under inclined loads[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(11): 2105-2111. DOI: 10.11779/CJGE202111017
      [2]HAN Lei, YE Guan-lin, WANG Jian-hua, YANG Guang-hui, ZHOU Song. Finite element analysis of impact of under-crossing of large shallow shield tunnel on riverbank[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(zk1): 125-128. DOI: 10.11779/CJGE2015S1025
      [3]ZHANG Man, ZENG Chang-nü, TIAN Wen-li. FEM analysis of interaction between upper structure and raft foundation in silty ground[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk1): 462-467.
      [4]HAN Jin-bao, XIONG Ju-hua, SUN Qing, YANG Min. Multi-factor three-dimensional finite element analysis of effects of tunnel construction on adjacent pile foundation[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(sup2): 339-344.
      [5]Coupled hydro-mechanical model and FEM analyses for dual-porosity media[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(3).
      [6]HAN Bing, CAO Pinlu. Finite element analysis of interaction between soils and impact sampling bits[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(10): 1560-1563.
      [7]JIANG Liangwei, HUANG Runqiu. Discussion on singularity in deducing lateral shear stress distribution along anchorage section theoretically based on Mindlin’s solution of displacement[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(9): 1112-1117.
      [8]Yu Jian rong, Chen Rong sheng, Jin Zhi qiang. Effect  of  Joint  State  of  Interface  in  between  Rigid  Concrete  Plate    and  Semi  Rigid  Base  on  Stress  in  Pavement[J]. Chinese Journal of Geotechnical Engineering, 1996, 18(4): 37-42.
      [10]Han Jie, Ye Shulin. Analyses of the Improved Ground with Stone Columns by FEM[J]. Chinese Journal of Geotechnical Engineering, 1992, 14(S1): 13-19.
    • Cited by

      Periodical cited type(2)

      1. 张远庆,陈勇,王世梅,王力. 岸坡渗流潜蚀模型试验系统变革研究. 三峡大学学报(自然科学版). 2025(02): 48-54 .
      2. 何健健,蒋希豪,汪玉冰. 离心模型试验中温度及孔隙率对砂土渗透系数的影响研究(英文). Journal of Zhejiang University-Science A(Applied Physics & Engineering). 2025(03): 177-194 .

      Other cited types(1)

    Catalog

      Zhang Qisen

      1. On this Site
      2. On Google Scholar
      3. On PubMed
      Article views (1253) PDF downloads (539) Cited by(3)
      Related

      /

      DownLoad:  Full-Size Img  PowerPoint
      Return
      Return