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PEW Series Hydraulic Jaw Crusher

ggbs demolished waste concrete strength 60 ready mix cement mixer kobalt

Capacity:12-650T/H

Note: specific production capacity is based on customer site configuration and production capacity.

Application

Mining, metallurgy, construction, chemical, cement, refractory material, ceramics, etc.

Applicable Material

Limestone, granite, marble, basalt, iron ore, river pebble, shale, lapis, coal, cobblestone, construction waste, etc.

Study of Granulated Blast Furnace Slag as Fine Aggregates in

specimens were moist cured. The test results proved that the compressive strength of concrete mixtures containing GGBS increases as the amount of GGBS increase. After an optimum point of 55% replacement, the addition of GGBS does not improve the compressive strength. The early strength of GGBS concretes was lower

Effect of Glass Powder and GGBS on Strength of Fly Ash Based

strength obtained for concrete having FA and 10% GP was found to be the highest. Hence, it was decided to prepare concrete having FA, 10% GP and different percentages of GGBS to study the effect of GGBS on the strength of geo-polymer concrete. In order to study the tensile strength of concrete having

Utilization (recycling) of iron and steel industry by-product

Oct 19, 2013 · Utilization (recycling) of iron and steel industry by-product (GGBS) in concrete: strength and durability properties. Abstract. Due to exponential growing in urbanization and industrialization, byproducts from industries are becoming an increasing concern for recycling and waste management.

Ground Granulated Blast Furnace Slag GGBS Concrete

GGBS concrete behaves in a similar manner to fly ash concrete and affects the setting time, strength gain and workability of the concrete. GGBS Physical Properties GGBS used in concrete is a byproduct of metallurgical processes, most commonly the blast furnace production of iron from iron ore.

GGBS PPT.pptx

Reason for Development of SCC The main factors for development of Self-Compacting Concrete are to achieve high durable, flow-able, workable and self compacting of concrete and to solve weakness properties of concrete as we know that concrete is a brittle material with low tensile strength, volume stability, low ductility and low strength to ...

COMBINED EFFECT OF GGBS AND FLY ASH ON MECHANICAL PROPERTIES

grade concrete such as compressive strength, split tensile strength and flexural strength of concrete is discussed. The results are compared with that of the normal concrete Key words: Compressive strength, Fly ash, GGBS, Recycled fine aggregate, Split tensile strength.

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Benificial Reuse of Waste Foundry Sand in Concrete

International Journal of Scientific and Research Publications, Volume 7, Issue 3, March 2017 74 ISSN 2250-3153 www.ijsrp.org Beneficial Reuse of Waste Foundry Sand in Concrete 1) Mr.S.S.Jadhav Associate Professor PVPIT Budhgaon 2) Dr.S.N.Tande

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Green Concrete: Its Application, Advantages & Disadvantages

The green concrete has less split tensile strength than the ordinary concrete. In the eco-friendly concrete, the cost of the reinforcement increases with the use of stainless steel. A detailed life cycle analysis of green concrete by considering different parameters is must to understand the resultant concrete properties.

How to make concrete stronger and more environmentally

Concrete has shaped the modern world. Other than water, it is the most widely used material on the planet so it's unsurprising that scientists are constantly working to make it safer, stronger and ...

Sustainable Concrete - An Inevitable Need for Present & Future

We need to increase use of classified fly ash by processing fly ash into different categories based on its fineness so that it can contribute effectively in producing very high strength as well as normal strength and durable concrete with lower cement utilization. Recycling of concrete from C&D wastes.

HIGH STRENGTH CONCRETE USING GROUND GRANULATED BLAST FURNACE SLAG (GGBS

High Strength Concrete using Ground Granulated Blast Furnace Slag (GGBS) Thavasumony D, Thanappan Subash, Sheeba D. Abstract — Concrete is a brittle material when it undergoes heavy loads, cracks will form and to reduce this and improve high strength

Cement & Concrete Composites

strength and durability of the concrete by creating a denser matrix and thereby would increase the service life of the concrete struc-tures. It is well known that the incorporation of FA and GGBS with normal fineness reduces the early strength of concrete, but they have long term advantages, such as improved long-term strength

STRENGTH PERFORMANCE OF E-WASTE CEMENT CONCRETE

A concrete mix of M30 is taken as the reference mix. Cement is replaced with GGBS with 0% and 10%.The effect of replacement of coarse aggregate by e-waste material and cement by GGBS on properties of concrete are studied for compressive strength and

STUDY ON THE PROPERTIES OF CONCRETE WITH DEMOLISHED WASTES

construction waste and sugarcane bagasse ash to partially replace basalt stone and quartz sand. Mechanical properties of concrete made with 30% of SBA and 30% of construction waste were similar to the reference concrete. Joint application of SBA and construction waste achieved 93% of compressive strength.

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COMPRESSIVE STRENGTH AND WORKABILITY OF CONCRETE UTILISING

higher strength for the concrete with a w/b ratio of 0.4. Concrete with a mix composition 70:30 at both w/b ratios showed the highest one-day strength development. Fig.5. Comparison of one-day compressive strengths Mixes with up to 50:50 WSA-GGBS ratio achieved similar 7-day strength. However, the mixes

(PDF) Demolition Waste in Concrete

The compressive strength of recycled concrete (FAR concrete) with Vikas Srivastava (y) Civil Engg Department SHIATS (formerly AAI-DU), Demolition Waste in Concrete 4235 10% fine aggregate ...

Effect of using selected industrial waste on compressive and

sludge as a source of water in concrete production has insignificant effect on compression strength, while it has a sharp effect on the slump values. K. Pazhani, R. Jeyaraj showed study on durability of high performance concrete with industrial wastes using copper slag and ground granulated blast furnace slag (GGBS).

Regen GGBS - Cement Substitute

What is Regen?Regen Ground Granulated Blast furnace Slag (GGBS) is a cement substitute, manufactured from a by-product of the iron-making industry. Using one tonne of Regen in concrete reduces the embodied CO2 by around 900kg, compared to using one tonne of Portland Cement, and also increases its durability. Regen is more sustainable than other cement substitutes such as Fly Ash.In …

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Recycled construction and demolition concrete waste as

In major Egyptian cities there is a surge in construction and demolition waste (CDW) quantities causing an adverse effect on the environment. The use of such waste as recycled aggregate in concrete can be useful for both environmental and economical aspects in the construction industry.

Study on Strength of Concrete by Partial Replacement of

Study on Strength of Concrete by Partial Replacement of Coarse Aggregates with Ceramic Tiles and Fine Aggregates with Ceramic Tiles and Rebutted Tyre Waste ... reuse of demolished constructional ...

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STRENGTH PERFORMANCE OF E-WASTE CEMENT CONCRETE WITH GROUND

A concrete mix of M30 is taken as the reference mix. Cement is replaced with GGBS with 0% and 10%.The effect of replacement of coarse aggregate by e-waste material and cement by GGBS on properties of concrete are studied for compressive strength and split tensile strength for hardened concrete at the age of 28 days and 90 days.

Effect of Alccofine and GGBS Addition on the Durability of Concrete

Among the nine different combination the maximum compressive strength of concrete is achieved by using AL10% and GGBS 30% is 38.08 N/mm 2 . C60A10G30 is 28.76% higher than the control mix. Result shows that concrete incorporating alccofine and

“Ground Granulated Blast Slag (GGBS) In Concrete – A Review”

Replacement levels for GGBS vary from 30% to up to 85%. Typically 40 to 50% is used in most instances. For on the ground concrete structures with higher early-age strength requirement, the replacement ratio would usually be 20 to 30%.

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