Changes of relative ice content of cement mortar under periodic temperature variations and its correlation with compressive strength
CSTR:
Author:
Affiliation:

(1.College of Hydraulic and Civil Engineering, Xinjiang Agricultural University, Urumqi 830052, China;2.Xinjiang Key Laboratory of Hydraulic Engineering Security and Water Disasters Prevention, Urumqi 830052, China;3.Xinjiang Xingnong Building Materials Testing Co., Ltd., Urumqi 830052, China)

Clc Number:

TV41

Fund Project:

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

    To study the evolution law of the mechanical properties of cement mortar under the influence of the relative ice content in pores, based on the resistivity test results of cement mortar under periodic temperature variations, the time-history variation law of the relative ice content of cement mortar was calculated and analyzed. Using the PPR modeling technology, a calculation model for the relative compressive strength under the influence of different relative ice contents was established. The results show that under periodic temperature variations, the resistivity of cement mortar has a strong correlation with the relative ice content, and the established calculation model can effectively predict the changes in relative compressive strength with changes in the water-to-binder ratio, saturation, number of cycles, and maximum relative ice content of cement mortar under periodic temperature variations.

    Reference
    Related
    Cited by
Get Citation

王建省,宫经伟.周期性温变作用下水泥砂浆相对含冰量变化及其与抗压强度的相关性[J].水利水电科技进展,2024,44(6):34-40.(WANG Jiansheng, GONG Jingwei. Changes of relative ice content of cement mortar under periodic temperature variations and its correlation with compressive strength[J]. Advances in Science and Technology of Water Resources,2024,44(6):34-40.(in Chinese))

Copy
Related Videos

Article Metrics
  • Abstract:
  • PDF:
  • HTML:
  • Cited by:
History
  • Received:November 24,2023
  • Revised:
  • Adopted:
  • Online: November 22,2024
  • Published:
Article QR Code