# what are the slump using in m30grade

## what are the slump using in m30grade

what are the slump using in m30grade. principles of concrete mix design.ppt ACC Help. Factors Influencing Consistency (Slump) The consistency of fresh concrete depends on many factors, the main ones being: Water Content (kg/m3) W/c Ratio Fineness Modulus of the Aggregate Use of Water Reducers (Plasticizers / Super plasticizers) Type and shape of

## what are the slump using in m grade

what are the slump using in m30grade . rehabilitation operations by using Fiber Slump cone test was performed to determine the slump All the mixes prepared are corresponds to M-30 grade. Know More. Concrete slump test Wikipedia. The soft SI conversions provided in the standard allow using the same dimension slump cones as those The concrete slump test is

## Mix design of M30 grade Concrete with admixture as per

27/03/2020· Mix design of M30 grade concrete Projects requirements . 1 Mix design of : M30 grade concrete 2 Type of cement used PPC cement ( supplied only with strength of 33 grade as per clause no 7.4.1 page no 2 of IS 1489 ). conforming to IS 1489 Part 1. -2015.3. Maximum nominal size of aggregate: 20 mm.4. Exposure condition : Moderate exposure condition 5 Workability : mm 50 mm (slump)

## M30 Grade of Concrete Mix Design Procedure with OPC 53

21/01/2020· You have to check a slump after each 30-minute interval of up to 120 minutes ( 2 hours). Trial Mix Cube Casting Procedure • Cube casting shall be done just after a slump test after 2 hours. • Cast the concrete cubes manually for better accuracy, don’t use the plate vibrator. • Cast the concrete cubes by the same procedure as we usually cast. • Cubes shall be cast in

## An Experimental Investigation of Mechanical Properties of

properties of M30 grade of concrete using ACI, DOE and IS. 3. PROPERTIES OF MATERIAL USED In the present experimental work the basic materials are used such as cement, sand as fine aggregate, coarse aggregate and water. The properties of materials and their relative proportions are as follows. 3.1 Cement Cement use in the work was Ultra-tech 53 Grade

## calculation for concrete mix design m30 grade using (is

09/11/2012· calculation for concrete mix design m30 grade using (is method) ppt. Posted at:November 9, 2012[ 4.5 1128 Ratings] Concrete mix design by. Methods of Concrete Mix Design I.S. Method British Method A.C.I Content Data required for concrete mix design Grade of Concrete Eg: RCC-M30-A20 Slump »More detailed. TECHNICAL MEETING ON

## An Experimental Investigation of Mechanical Properties of

properties of M30 grade of concrete using ACI, DOE and IS. 3. PROPERTIES OF MATERIAL USED In the present experimental work the basic materials are used such as cement, sand as fine aggregate, coarse aggregate and water. The properties of materials and their relative proportions are as follows. 3.1 Cement Cement use in the work was Ultra-tech 53 Grade Ordinary Portland Cement. The properties

## Workability of Fresh Concrete by Slump Test

Slump test is used to determine the workability of fresh concrete. Slump test as per IS: 1199 – 1959 is followed.The apparatus used for doing slump test are Slump cone and Tamping rod. Procedure to determine workability of fresh concrete by slump test. i) The internal surface of the mould is thoroughly cleaned and applied with a light coat of oil. ii) The mould is placed on a smooth

## Concrete Mix Design: Illustrative Example M30 Grade

We are targeting a slump of 100mm, we need to increase water content by 3% for every 25mm above 50 mm i.e. increase 6% for 100mm slump. i.e. Estimated water content for 100 Slump = 186+(6/100) X 186 = 197 litre. Water content = 197 liters

## M30 Grade Concrete Mix Design as per IS10262 Latest

Table 5 Minimum Cement Content, Maximum Water-Cement Ratio for mix design of M30 grade concrete – IS456 codebook II. TEST DATA FOR MATERIALS . Materials should be tested in the laboratory to find its various physical properties to use in this section. Here, standard values of different materials are assumed for mix design of M30 grade concrete.

## Effect on Strength Properties of M30 Grade of Concrete by

M30 Grade of concrete with cement content 450kg/m3, fine aggregate 650kg/m3 and coarse aggregate 1100kg/m3. Mix design was done as per IS 10262:2009 . slump value was 100mm Table 1 showing % of wood waste powder % OF SAW DUST REPLACED WITH RIVER SAND 10 20 30 Compressive strength Interpretation of results and conclusion Strength Characteristics Concrete M 30 grade Concrete with

## Slump V/s Quantity yield Civil4M

18/09/2019· Hi to All, Is there any relation between slump of concrete and yield achieved for particular qty of pour. At our project site we are using M30 grade for column pour the waiting time of TM is 2hrs so achieved yield is not 100% is less than the required qty for pour.

## M25 Grade Concrete Mix Design IS10262 Recent

Clause 4.2 suggests an increase of 3% of water content for every extra 25mm slump from 50mm slump. For 20mm aggregate to get 75mm slump :-Water-content for 75mm Slump = 186+(0.03*186) As per Clause 4.2 = 191.58 L: Adopted Water Content = 190 L : VI. CALCULATION OF CEMENT . Weight of cement for M25 grade concrete can be calculated from the water-cement ratio and the water content.

## Concrete Slump Test Procedure, Applications & Types of

This application of slump test as well as its simplicity, is responsible for its widespread use. Degree of workability . Slump. Compacting. Factor. Use for which concrete is suitable. mm. in. Very low. 0-25. 0-1. 0.78. Very dry mixes; used in road making. Roads vibrated by power operated machines. Low. 25-50. 1-2. 0.85. Low workability mixes; used for foundations with light reinforcement

## mix design m30 LinkedIn SlideShare

21/09/2015· To achieve slump value 75mm slump 191.5 litre of water is necessary. (NOTE:if slump value is more than 50mm then every 25mm slump water is increased by 3% i.e.= ˂ + =191.5 litre). There is no chem. Admixture hence no change in water content.so 191.5 lit.is O.K STEP 4:CALCULATION OF CEMENT CONTENT: Water cement ratio(W/C) = 0.42 Therefore, Cement content = . . = 456 F ˋ

## M-30 Mix Designs as per IS-10262-2009

Estimated Water content for 50-75 mm Slump: 160 Lit. 3. Superplasticiser used: 0.5 % by wt. of cement: A-6. Calculation of Cement Content: 1. Water Cement Ratio: 0.42: 2. Cement Content (160/0.42) 380 kg/m 3 : Which is greater then 310 kg/m 3: A-7. Proportion of Volume of Coarse Aggregate & Fine Aggregate Content : 1. Vol. of C.A. as per table 3 of IS 10262 : 62.00%: 2. Adopted Vol. of Coarse

## Concrete Mix Design: Illustrative Example M30 Grade

We are targeting a slump of 100mm, we need to increase water content by 3% for every 25mm above 50 mm i.e. increase 6% for 100mm slump. i.e. Estimated water content for 100 Slump = 186+(6/100) X 186 = 197 litre. Water content = 197 liters

## Concrete Mix Design M30 Grade with Flyash as Partial

Concrete mix design is a procedure of selecting the suitable ingredients of concrete and their relative proportions with an objective to prepare concrete of certain minimum strength, desired workability and durability as economically (value engineered) as possible. Flyash is the most economical and easily available mineral admixture that can partially replace cement in a

## Slump V/s Quantity yield Civil4M

18/09/2019· Hi to All, Is there any relation between slump of concrete and yield achieved for particular qty of pour. At our project site we are using M30 grade for column pour the waiting time of TM is 2hrs so achieved yield is not 100% is less than the required qty for pour.

## Experimental Studies on M30 Grade Self Compacting Concrete

compressive strength and durability requirements for M30 grade SCC. Nan-Su mix design method was used by changing the Nan-Su coefficient and water cement ratio by keeping all other parameters constant. In this work SCC trial mixes developed by using fly ash as filler material, Auromix-400 as super plasticizer and ordinary Portland cement of 43 grade. The workability tests like Slump

## m30 and m20 grade concrete educationcare

M30 grade of concrete are represented in Table 2 and Table. 3 respectively. More details » Get Price. Mix Design Manual HSI Engineering. It is possible to save up to 15% of cement for M20 grade of concrete with the.. mix design for M30 grade of concrete, having moderate workability (Slump range. More details » Get Price. Introduction New Age International. M10. M15. M20.

## EFFECTS OF PARTIAL REPLACEMENT OF FINE AGGREGATE WITH

A. Slump test: Slump test is conducted on fresh concrete of different mix proportions. The obtained slump value for normal concrete is 59 mm. This indicates medium workability. Fig.1 shows the variation of slump value of concrete using Brick

## EXPERIMENTAL STUDY OF STRENGTH PROPERTY OF CONCRETE USING

M20and M30 grade concretes were studied with conventional. Table 4.1: Batches of concrete mix Batch A for M20 grade Batch B for M30 grade A Batch C (include both Batch A and Batch B) % of Nanosilica 1 B1 0% A2 B2 0.5% A3 B3 1.0% A4 B4 1.5% A5 B5 2.0% A6 B6 2.5% This chapter represents the mathematical formulation for concrete mix design. Analytical study is made for

## compressive strength values of m30 concrete

Daniel C. 1 fresh concrete were slump test, U-tube, V-funnel and L-box. Concrete mix are tested 90 and copper slag replacement gave the low compressive strength values. Therefore, it isMore details » Get Price. Suitability of Manufacture Sand (M-Sand) Standard mix proportions for M20 and M30 grade concrete (commonly used) were. Compressive strength values

## An Experimental Investigation of Geopolymer Concrete using

Concrete using Manufactured Sand M. Sugapriya 1 1P.G Scholar (Structural Engineering), Mix proportion obtained for M30 grade concrete is 1: 1.391: 2.26 (W/C is 0.4) Table 6 Mix Ratio of Concrete Cement Fine aggregate Coarse aggregate Water 493kg 650.52kg 1113.44kg 197.16lit 1 1.391 2.26 0.4 Table 7 Proportion of Adding Cementitious Materials for Preparation of

## Concreting of Pile Foundations Quality of Concrete for Piles

For the design purpose of bore cast-in-situ piles, the strength of concrete mix using above mentioned quantities of cement is taken as M20. Concreting for the piles is to be done with tremie of suitable diameter. Natural rounded shingle of appropriate size may be used as coarse aggregate. It helps to give high slump with less water cement ratio.

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