What Is 1.54 In Concrete & 1.33 In Mortar | Dry Volume and Wet Volume of Concrete

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00:00 Intro
00:38 Dry Coeficient
01:03 Void Ratio Compressibility
02:21 Grow Your Carrier
03:00 1.54 in Concrete?
06:51 1.33 in Mortar?
10:00 Outro

About This Video
In this video Er. Kishan Ojha, Corporate Trainer of Civil Guruji Explains about How Many Types of Mortar in Construction | What is The Good Proportion of Mortar For Construction

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In the world of construction and civil engineering, accurate measurements and calculations are crucial to ensure the strength and durability of structures. One important aspect to understand is the concept of 1.54 in concrete and 1.33 in mortar, which relates to the ratio between dry volume and wet volume of these materials.

In this informative video, we dive deep into the significance of these ratios and how they impact the mixing process. We explain that the value 1.54 is used in concrete, indicating that for every unit of dry volume of cement, sand, and aggregate, 1.54 units of wet volume (including voids) are obtained after adding water. Similarly, for mortar, the value is 1.33, representing the relationship between dry and wet volumes.

Throughout the video, we break down the calculations involved in determining the quantities of materials required for a given volume of concrete or mortar. We discuss the importance of accurate measurements, considering factors such as compaction, shrinkage, and the presence of voids. By understanding these ratios, viewers will gain valuable insights into optimizing their construction projects and achieving the desired strength and consistency in their concrete and mortar mixes.

Join us in this educational journey as we simplify the concepts of dry volume and wet volume in concrete and mortar, providing practical examples and tips for accurate measurements and successful construction endeavors.

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How Many Types of Mortar in Construction | What is The Good Proportion of Mortar For Construction
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