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ggbs demolished waste concrete strength job description of raw mill supervisor in cement plant

Capacity: 64t/h

Mixer Capacity: 800kg/batch

Diesel Consumption: 5.5-7kg/t

Installed Power: 158kW

Plant Covering Area (m): 36×32×17
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Description Gallery
Model Capacity Mixer Capacity Diesel Consumption Installed Power Plant Covering Area (m)
LB800 64t/h 800kg/batch 5.5-7kg/t 158kW 36×32×17
LB1000 80t/h 1,000kg/batch 5.5-7kg/t 250kW 40×32×18
LB1200 100t/h 1,200kg/batch 5.5-7kg/t 285kW 40×32×18
LB1500 120t/h 1,500kg/batch 5.5-7kg/t 347kW 43×32×18
LB2000 160t/h 2,000kg/batch 5.5-7kg/t 425kW 45×35×18
LB2500 200t/h 2,500kg/batch 5.5-7kg/t 530kW 50×40×18

Utilization of Industrial Waste Slag as Aggregate in Concrete

content of industrial waste product using steel slag sand. Isa Yuksel, Omer Ozkan, Turhan Bilir, 2006 [2] ex- perimented use of non ground granulated blast furnace slag as fine aggregate in concrete. The study concluded that the ratio of GGBs/sand is governing criteria for the effects on the strength and durability characteristics. Juan M. Manso,

Sustainable Development of Ready-Mixed Concrete in Hong Kong

Limited by the local regulation, concrete strength must be measured at 28 days after concreting. Concrete with PFA and/or GGBS will have 10-20% strength growth after 28 days. Studies is carrying out to fully utilize the ultimate strength of PFA/GGBS concrete in design and construction. Incorporation of PFA and GGBS in concern as adopted

RECYCLING OF WASTE CONCRETE

Recycling of waste concrete is done to reuse the concrete rubble as aggregates in concrete. The recycled concrete aggregates have less crushing strength, impact resistance, specific gravity and has more absorption value as compared to fresh aggregates.

A Review on Ground Granulated Blast-Furnace Slag as a Cement

A Review on Ground Granulated Blast-Furnace Slag as a Cement replacing material 215 www.ijerm.com concrete incorporating ground granulated blast furnace slag. The compressive strength development of cement mortar

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.

Strength and Corrosion Resistance Properties of Ggbs Concrete

Strength and Corrosion Resistance Properties of Ggbs Concrete Containing Quarry Dust as Fine Aggregate . A. Krishnamoorthy and R. Aswini . Department of Civil Engineering, Adhiparasakthi Engineering College, Melmaruvathur, India

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Experimental Analysis of Partial Replacement of Cement by Ggbs

Experimental Analysis of Partial Replacement of Cement by Ggbs and Fly Ash in Concrte - written by Virendra Desale , Aarti Kamble , Palash Borwal published on 2018/05/30 download full article with reference data and citations

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Rate of Strength Gain of Concrete

Rate of strength gain of concrete: To determine the rate of gain of strength of concrete, there is a need to select period shorter than 28 day, as 28 day is considered to be the reference time. In concrete practice, it is accepted that after 28 days concrete usually gains most of its strength. Strength determined at an early stage say after 7th ...

Concrete block production from construction and demolition

However, the current results show the possibility of recycling the construction and demolition (C&D) waste into building materials because 85% of tested concrete blocks produced from recycled aggregates, have achieved 7 N/mm2 as a minimum strength for load bearing capacity in Tanzania.

1 INTRODUCTION IJSER

to concrete strength, concrete made with GGBFS continues to gain strength overtime, and has been shown to double its 28-strength -day over periods of 10 to 12 years. Our project is a testing project compared with the compressive strength of PCC and GGBFS, used concrete. Here the amount of cement is reduced and that amount is replaced with GGBS.

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

UTILIZATION OF EGG SHELL POWDER & GGBS IN CONCRETE

Powder and GGBS. The compressive strength of partially cement replaced concrete made with 5, 10, 15, 20, 25 and 30% Egg Shell Powder and 25% of GGBS ranges from 16.29 to 18.43 MPa at 7 days and 31.33 to 37.10 at 28 days From the Experimental Results it is clears that the compressive strength of concrete made with 15% ESP and 25% GGBS shows ...

TO STUDY STRENGTH CHARACTERISTICS OF PAVEMENT QUALITY CONCRETE BY FRACTIONAL SUBSTITUTION OF GGBS, METAKAOLIN AND WASTE

Maximum strength values are obtained when 20% GGBS +15% Metakaolin is partially replaced with cement and Waste Medicine Wrappers is replaced with 10% Fine aggregates. Higher strength developed at optimum mix M2 due to pozzolonic reaction in concrete and

Design of self-compacting concrete with ground granulated blast

methodology for the design of self compacting concrete with ground granulated blast furnace slag (GGBS) for percentage replacements varying between 20% and 80%. 2. Slag activity index (S AI) According to ASTM C989-94a [10], slag activity index is the per ...

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An experimental study on the strength properties of concrete

achieving the strength. GGBS and glasses are the waste merchandise. Therefore, the disposal problem of stuff is solved aspect by way of aspect the saving of cement and sand will be done. There will be environmental and the economic benefits from the utilize of recycled waste glasses and GGBS to concrete production.

INTERNATIONAL JOURNAL OF SCIENTIFIC & TECHNOLOGY RESEARCH

INTERNATIONAL JOURNAL OF SCIENTIFIC & TECHNOLOGY RESEARCH VOLUME 2, ISSUE 6, JUNE 2013 ISSN 2277-8616 190 IJSTR©2013 www.ijstr.org Waste And By-Products Recycled For Concrete

Utilization of Demolished Waste as Coarse Aggregate in Concrete

Core samples for demolished concrete were tested to determine its compressive strength. The core test results can be thought of as aggregate properties for the new concrete. Then, the compressive strength and splitting tensile strength of the new recycled aggregate concrete (RAC) were determined experimentally by casting a cubes and cylinders, respectively.

Study of Properties of Concrete using GGBS and Recycled

to waste in landfills. After few years construction and demolition waste will be more than half of the national total waste in most countries of the world. Recycling of these concrete waste materials from demolished building can provide a solution to this problem. Landfills are becoming

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Use of RECYCLED AGGREGATES In CONCRETE

Most of waste materials produced by demolished structures disposed off by dumping them as land fill. Dumping of wastes on land is causing shortage of dumping place in urban areas. Therefore, it is necessary to start recycling and re-use of demolition concrete waste to save environment, cost and energy.

Strength parameters of concrete containing recycled aggregate

STRENGTH PARAMETERS OF CONCRETE CONTAINING RECYCLED AGGREGATE Deepa P.R1, Anup joy2 1 2 PG Scholar, Structural Engineering, Sree Buddha College of Engg, Pattoor, Alappuzha, Asst. Professor, Dept ...

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A study of the durability of OPC vs. GGBS concrete on exposure to

Journal of Materials in Civil Engineering, Vol.20, No. 4, 313-320, 2008. A study of the durability of OPC vs. GGBS concrete on exposure to silage effluent. S. Pavía and E. Condren Department of Civil, Structural and Environmental Engineering. University of Dublin

APPLICATION OF DEMOLISHED CONCRETE MATERIAL (DCM) IN CIVIL

Demolished concrete material (DCM) is a waste material produced in large quantities during the demolition activities of old buildings and structures associated with design errors. The amount of waste generated during the demolition processes is massive and creates several environmental problems. This waste is biodegradable and

TO STUDY STRENGTH CHARACTERISTICS OF PAVEMENT QUALITY

Maximum strength values are obtained when 20% GGBS +15% Metakaolin is partially replaced with cement and Waste Medicine Wrappers is replaced with 10% Fine aggregates. Higher strength developed at optimum mix M2 due to pozzolonic reaction in concrete and

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