Resistance of Leaked Concrete under the Conditions of Multiple Humidification and Drying

Authors

  • Teshaboeva Nodira Djuraevna Fergana Polytechnic Institute Senior Lecturer of the Department “Geodesy, cartography and cadastre
  • Kosimova Khafiza Kholmatovna Fergana Polytechnic Institute Senior Lecturer of the Department

Keywords:

capillary, expanded clay, concrete, macro-effect, deformation, solution, granule

Abstract

The article presents a change in the temperature-humid operation of the expanded clay concrete structures of water facilities leads to signs of temporary deformations and the accumulation of micro and macro defects that reduce the durability of the material.

 

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Published

2023-05-31

How to Cite

Djuraevna, T. N. ., & Kholmatovna, K. K. . (2023). Resistance of Leaked Concrete under the Conditions of Multiple Humidification and Drying. World of Science: Journal on Modern Research Methodologies, 2(5), 143–146. Retrieved from https://univerpubl.com/index.php/woscience/article/view/1860

Issue

Vol. 2 No. 5 (2023): World of Science: Journal on Modern Research Methodologies

Section

Articles