• Title of article

    Weak tensile characteristics of loess in China — An important reason for ground fissures

  • Author/Authors

    Sun، نويسنده , , Ping and Peng، نويسنده , , Jianbing and Chen، نويسنده , , Li-Wei and Yin، نويسنده , , Yue-ping and Wu، نويسنده , , Shu-ren، نويسنده ,

  • Issue Information
    روزنامه با شماره پیاپی سال 2009
  • Pages
    7
  • From page
    153
  • To page
    159
  • Abstract
    By means of uniaxial tensile tests, we analyzed the tensile characteristics of undisturbed and disturbed loess samples taken from the areas where ground fissures are prevalent. The study shows that the tensile strength and ultimate tensile strain of loess are very small, no more than 25 kPa and 0.5%, respectively. Water content and dry density are the two important factors for the tensile strength of loess, and show a decreasing exponential and increasing exponential relationship with the tensile strength, respectively. From the results of tensile tests on loess and the mechanism of ground fissure development in loess areas, we may draw a conclusion that the weak tensile strength, the loose structure and the collapsibility are the important contributing factors to the development of ground fissures in Chinaʹs loess areas.
  • Keywords
    Ground fissures , Tensile characteristics , tensile strength , water content , Uniaxial tensile test , Dry Density
  • Journal title
    Engineering Geology
  • Serial Year
    2009
  • Journal title
    Engineering Geology
  • Record number

    2347605