Experimental Study on the Deformation Characteristics of Fine-Sandstone Under the Loading and Unloading Conditions
CSTR:
Author:
Clc Number:

TD313

  • Article
  • | |
  • Metrics
  • |
  • Reference
  • |
  • Related
  • |
  • Cited by
  • | |
  • Comments
    Abstract:

    The deformation characteristics of the fine-sandstone is studied under the loading and unloading conditions at the three different deformation-rates and the two different stress-levels. The experimental results show that there is really the plastic-loop in the deformation curve for the loading deformation curve is different from the unloading deformation curve. But the plastic-loop is nearly unchangeable since the second circulate loading. The residual-deformation is be almost zero since the second circulate loading, and that the slope of the deformation curve increases as the deformation-rate increases, and that the residual-deformation increases as the stress-levels increases.

    Reference
    Related
    Cited by
Get Citation

许江,王维忠,杨秀贵,王鸿.细粒砂岩在循环加、卸载条件下变形实验[J].重庆大学学报,2004,27(12):60~62

Copy
Share
Article Metrics
  • Abstract:
  • PDF:
  • HTML:
  • Cited by:
History
  • Revised:September 20,2004
Article QR Code