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History of self-compacting concrete
Literature review on concrete
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The development of new technology in the material science is progressing rapidly. In last three decades, lot of research was carried out throughout globe in order to improve the performance of concrete in terms of strength and durability. Consequently concrete has no longer remained a construction material but has rather becomes an engineered custom tailored material with several new constituents to meet the specific needs of construction industry. The growing use of concrete in special architectural configurations and closely spaced reinforcing bars have made it very important to produce concrete that ensures proper filling ability, better structural performance and adequate durability. Concrete technology has under gone from macro to micro level study in the enhancement of concrete properties (strength and durability) from early eighties onwards.
In Japan, in early eighties, premature deterioration of concrete structures was detected in almost every part of the country. The main cause of deterioration was found to be inadequate compaction. As a solution of this technical problem, the concept of Self Compacting Concrete was introduced. SCC is a type of concrete that flows by itself without segregation, does not need vibration for full compaction and is environmental friendly due to absence of noise. Self compacting concrete provides robustness in construction and is insensitive to workmanship.
BASIC PRINCIPLE BEHIND SELF COMPACTING CONCRETE (SCC)
The SCC is that which gets compacted due to its self weight and is de-aerated (no entrapped air) almost completely while flowing in the form work. In densely reinforced structural members, it fills completely all the voids and maintains the horizontality of concrete surface after placi...
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...ved to increase the durability as compared to the ordinary concrete.
5. SCC shows narrow variations in properties at the site.
6. SCC is most suitable for concrete filled tube (CFT) technology construction for high rise building.
7. SCC ensures better quality of in-situ pile foundation.
8. SCC reduces the cost of consumption of resources and cost.
Self compacting concrete (SCC) is favorably suitable especially in highly reinforced concrete members like bridge decks or abutments, tunnel linings or tubing segments, where it is difficult to vibrate the concrete, or even for normal engineering structures. The improved construction practice and performance, combined with health and safety benefits makes SCC a very attractive solution for both pre cast concrete and civil engineering construction. Based on these facts it can be concluded that SCC will have a bright future.
According to major supplies, “Use of synthetic fibers for reinforcing concrete is continuously, increasing. The increase has been considerable since 1980, but slowed somewhat in 1990, a year of substantial construction cutbacks. Apparently the construction community believes there are advantages in the use of synthetic fibers in concrete.” (Schupack) Synthetic fibers are used to improve crack control in concrete. Some reports say that synthetic fiber reinforced concrete (SFRC) would replace welded wire fabric in many slab-on-grade applications. But in reality if the welded wire fabric is placed properly it controls crack width better than the synthetic fiber reinforced concrete. In a case study of the use of synthetic fibers in reinforced concrete, the following conclusions were obtained. No matter what concrete placing job is being done, there is no substitute for good concrete practices. The use of a low fiber volume mix will help control plastic shrinkage cracks and bleeding, but not give good cracking control once the crack forms. The synthetic fibers running through a crack have a poor bond providing no shear friction. Impact and toughness tests on synthetic fiber reinforced concrete imply less edge spalling will occur. The American Concrete Institute (ACI) conducted two studies on polypropylene fiber reinforced concrete, one dealing with plastic shrinkage cracking and the other on permeability characteristics. Plastic shrinkage cracking occurs when the surface water on the concrete evaporates faster than the bleed water reaches the surface of the concrete. It was determined by the plastic shrinking cracking study that polypropylene fibers helped reduce the total plastic shrinkage crack area on test panels. Also determined is that the screeding rate affects the total crack area in polypropylene reinforced concrete, while finishing operations showed no significant effects. This study also suggests the use of longer fibers (about 0.75in.) will produce less crack area. “Permeability plays an important role in long-term durability of concrete materials. Permeability of concrete generally refers to the rate at which particular aggressive substances (water, sulfates, chloride ions, etc.) can flow through the concrete.” (Soroushian) As discussed in the plastic shrinkage study that polypropylene fibers reduce cracking. Less cracking in the concrete surface that surface would be less permeable. In the permeability study, they concentrated on the effects of chloride and the permeability of the concrete. The results of this study concluded polypropylene fibers had little effects on chloride permeability of concrete. The polypropylene fibers only help reduce plastic shrinkage cracks.
Calcium and Potassium modifications are specialized individual according to a specific disease, age and inadequate amounts of calcium or potassium higher or lower than normal value.
Nowadays, it will not be inept to inform that the universe is going over a construction boom. In truth, in the past few decades an entire affair of construction has altered dramatically like all other aspects of life. Currently, construction is no more just about keeping one brick above the other, but a diverse more than that. With the present scenario, the construction work encompasses all the aspects of construction like, performance, optimization, developing and designing. As an outcome, construction chemicals have become an essential part of the world construction industry. These chemicals are typically utilized to impart different properties into the layout.
In this report, we will introduce and illustrate on precast concrete, pre-stressed concrete, ready-mix concrete, reinforced concrete, terrazzo and Urbanite in details.
Compaction was done as per IS 516: 1959. The moulds were filled with concrete in three layers and after every layer compaction was done with the tamping rod by tamping 25 times. After complete filling moulds were compacted using vibration machine to ensure a symmetrical distribution of concrete.
Casein plastic, or ‘milk plastic’, has been used in the Americas for decades, due to its low production costs and accessibility. Casein is defined as, “A white, tasteless, odorless protein precipitated from milk by rennin” (“Casein” 1). and “a slow digesting protein that plays a large role in preventing muscle breakdown” (“Casein Protein“ 1). Not only is casein an important protein that all mammals need to survive, but this vital protein has also been very important throughout recent American and English history. Though there are many ways casein has been used in history, the most popular ways that this protein has been manipulated through history is in plastics, food, and nutritional supplements.
Water : Water is an important ingredient of concrete as it actually participates in the chemical reaction with cement. Since it helps to from the strength giving cement gel, the quantity and quality of water are required to be looked into very carefully.
The practice of the ACI Code requirements, taking into account the non-linear relationship between stress and strain in concrete, has resulted in significantly smaller sections than those by the elastic theory. The ACI Code, also recognizes the use of steel up to a yield strength of 80 ksi and the use of high-strength concrete for structures. The practice of high-strength concrete and steel results in relatively smaller sections and a decrease in the toughness of the flexural member
Concrete is composite consisting cement, aggregates, water and mixtures. It is a material that can be cast into different shapes such as hollow block, pipes or drainage and many more. It is durable and the most attractive construction material in terms of compressive strength. Also, its increasing use is fundamental for sustainable construction.
Sustainable concrete materials and sustainable steel reinforcement have been introduced to civil engineers to get closer to the sustainable development. Sustainable buildings constructed with use of these materials have shown an increased service life and the final cost has been reduced due to them.
Throughout history, getting things (and people) where they need to go has been a pretty basic need. The Romans needed to move stone to build their aqueducts; the nobles wanted luxury spices and silks brought to them from far off lands; ancient cities needed to move vegetables and grains from the farms, to storage, and then to the cities to feed the populace. Transportation has always been one of the backbones of every great civilization, without the ability to move goods long distances, your 'culture' was only the distance you could go conveniently to get what was necessary for survival that you could not produce. The industry boomed during the railroading system and hasn't slowed since. First, there were ships and horse-drawn carriages, then cars, now huge 40 ton trucks and jumbo air-liners.
In order for specimen to have satisfactory failure, the surface area has to be parallel and right angle to the platens on testing machine which may not have been achieved for our group. The specimens may not be placed in exact center in the compressive test machine during concrete testing. Surface of specimens may be uneven due to honeycomb and
The concrete industries progress showed that the concrete Slab-on-Grade can be modified to be stiffer and have a higher tensile strength. It may resist the changes in soil due to swelling for example.
Research results have been included in various design norms and guidelines. However, the research object usually has been traditional concrete with a compressive strength of between 15 and 30 MPa.
Concrete has been cast in rigid formwork since it was invented. The traditional rigid formworks are constructed using flat, straight sheets with uniform section built with 90-degree joints [1]. The resulting forms are simple, uniform cross-section shapes. However, uniform section or prismatic shapes are not always the most desirable. Unlike the rigid formwork, fabric formworks