Effect of Cold Weather on The Concrete Properties In Kashmir Valley

DANISH MAJEED; Ajay Vikram

doi:10.36948/ijfmr.2025.v07i06.61899

Effect of Cold Weather on The Concrete Properties In Kashmir Valley

Author(s)	Mr. DANISH MAJEED, Ajay Vikram
Country	India
Abstract	There are numerous locations across the globe where the temperature stays below 0°C for a few months up to several months each year. Kashmir is one such region where winter temperatures are extremely low, and where I have conducted various experiments related to my thesis as well as this study. In these areas, concrete operations such as mixing, transportation, and placement become challenging to carry out efficiently, leading to structures with lower strength and poor durability. The damage or impact caused by these severe cold weather conditions is difficult to counteract, but by applying cold weather concreting methods, these issues can be significantly reduced. Therefore, the focus of this paper is on the characteristics of cold concrete and the effect of temperature on its strength. Several tests were conducted and analyzed at temperatures below 5°C and at 25°C to achieve the desired outcomes, aiming to establish an effective cold concreting procedure that results in the required strength. After examining the comparative data from tests conducted at different temperatures, it became clear that there are notable negative impacts on the concrete’s strength, workability, and durability. To mitigate these adverse effects, engineers should take all necessary measures, such as ensuring the quality of materials, appropriate quantities, and the use of additives, as well as paying particular attention to the mixing site to prevent early freezing. There are numerous locations across the globe where the temperature stays below 0°C for a few months up to several months each year. Kashmir is one such region where winter temperatures are extremely low, and where I have conducted various experiments related to my thesis as well as this study. In these areas, concrete operations such as mixing, transportation, and placement become challenging to carry out efficiently, leading to structures with lower strength and poor durability. The damage or impact caused by these severe cold weather conditions is difficult to counteract, but by applying cold weather concreting methods, these issues can be significantly reduced. Therefore, the focus of this paper is on the characteristics of cold concrete and the effect of temperature on its strength. Several tests were conducted and analyzed at temperatures below 5°C and at 25°C to achieve the desired outcomes, aiming to establish an effective cold concreting procedure that results in the required strength. After examining the comparative data from tests conducted at different temperatures, it became clear that there are notable negative impacts on the concrete’s strength, workability, and durability. To mitigate these adverse effects, engineers should take all necessary measures, such as ensuring the quality of materials, appropriate quantities, and the use of additives, as well as paying particular attention to the mixing site to prevent early freezing.
Keywords	Cold weather concreting, workability test, flexural strength test, compression strength test.
Field	Physics > Civil Engineering
Published In	Volume 7, Issue 6, November-December 2025
Published On	2025-12-07
DOI	https://doi.org/10.36948/ijfmr.2025.v07i06.61899

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Effect of Cold Weather on The Concrete Properties In Kashmir Valley

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