Want this question answered?
1),water content 2),mix praportions 3),size of aggregates 4),shape of aggregate 5),surface texture 6),grading of aggregates 7),use of admixture
The maximum bulking of sand is in 13% to 14% moisture content. It's likely to be 13.8% moisture content.
water content is an important property to establish relationship between the how soil behaves and its properties.consistency largely depends upon water content.also it helps in phase relationship.
It depends on the moisture content of the soil, the acidity of the soil as well as other factors. "But practically, the answer is forever."
Resitance of air varies based on: 1. Percentage content of moisture (higher the moisture, lesser the resistance) 2. Percentage content of suspended dust particles and conductivity of those suspended particles (higher the content, lesser the resistance)
Obviously, if the aggregates are in a surface wet condition, meaning the moisture content is greater than the absorption, that surface water increases the water-to-cement ratio and affects strength and durability.
Obviously, if the aggregates are in a surface wet condition, meaning the moisture content is greater than the absorption, that surface water increases the water-to-cement ratio and affects strength and durability.
To calculate the moisture content in existing concrete floors, you can use a moisture meter designed for concrete. The moisture meter is inserted into the surface of the concrete and provides a reading of the moisture level. It is important to take multiple readings at different locations and depths to get an accurate average moisture content.
It is important to minimize the alkali metal content of concrete because concrete contains trace amounts of alkali metals like sodium and other minerals and if moisture is present then the sodium reacts with the minerals in the concrete, forming a gel and the gel may absorb water and expand causing cracks in the concrete.
1),water content 2),mix praportions 3),size of aggregates 4),shape of aggregate 5),surface texture 6),grading of aggregates 7),use of admixture
When using aggregates that absorb water, several difficulties can arise. These difficulties include: Increased water demand: Aggregates that absorb water can increase the water demand in a concrete mix. This can lead to challenges in achieving the desired water-cement ratio and can affect the strength and durability of the concrete. Reduced workability: The absorption of water by aggregates can reduce the workability of the concrete, making it more difficult to place and finish. This can result in issues such as segregation, poor compaction, and difficulty in achieving the desired surface finish. To overcome these difficulties, the following approaches can be taken: (a) In the laboratory: Pre-wetting aggregates: One way to overcome the increased water demand and reduced workability is to pre-wet the aggregates before mixing them with cement and other ingredients. This ensures that the absorbed water in the aggregates is taken into account during the mix design process. It helps maintain the desired water-cement ratio and improves workability. Adjusting mix proportions: The mix proportions can be adjusted by considering the absorption characteristics of the aggregates. By accounting for the water absorption capacity of the aggregates, the required water content can be determined to achieve the desired consistency and workability. (b) On the job: Proper storage and handling: Aggregates should be stored in covered areas or protected from rainwater to prevent additional water absorption. Proper handling practices during transportation and on-site storage can help minimize the absorption of water by aggregates. Moisture control: On-site, measures can be taken to control moisture levels. For example, if the aggregates are excessively dry, they can be sprayed with water to ensure they have the right moisture content before mixing. Conversely, if the aggregates are already saturated, adjustments can be made to the mix design to compensate for the absorbed water. By implementing these strategies, the difficulties associated with the use of aggregates that absorb water can be mitigated, ensuring better concrete performance both in the laboratory and on the job.
For M7.5 concrete, the common mix ratio is 1:4:8. This means:1 part cement 4 parts fine aggregates (sand)8 parts coarse aggregates. These ratio is by volume.
if we know initial moisture content of the object we can identify how much drying energy required for dry the same moist material. if it is a food material we have to reduce the moisture content upto certain level, otherwise it may be destroyed. if we know the initial moisture content of same food object, we can reduce its moisture content upto 10% of its initial moisture content.
Gary. Thompson has written: 'Determining asphalt content for recycled asphalt pavement (RAP) materials' -- subject(s): Asphalt concrete, Asphalt concrete Pavements, Oregon, Recycling, Testing, Waste products as road materials 'Investigation of the Bailey method for the design and analysis of dense-graded HMAC using Oregon aggregates' -- subject(s): Additives, Aggregates (Building materials), Asphalt concrete Pavements, Design and construction
The maximum bulking of sand is in 13% to 14% moisture content. It's likely to be 13.8% moisture content.
free moisture inherent moisture
varies due to moisture content of aggregate and stiffnes of mix needed (slump)