Wind Power (Step By Step Procedure):- A Case Study

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      WIND DATA (STEP BY STEP PROCEDURE):- Image Source-Ritesh Raj Stone Column Image Source-Ritesh Raj Plum Concrete (Where required) PCC (M-15 Grade) Bottom Flange Erection (With level as per drawing) Reinforcement (12 mm to 32 mm as per drawing) RCC (M-45 Grade and M-60 Grade) In the M-60 Grade-GGBS also used (JSW Brand) Image Source-Ritesh Raj Used Curing Compound (Concure AB Clear) Top Flange Erection Bitumen Paint applied on all pedestal area Backfilling with layer wise compaction Grouting in top flange (With M-90 Grade BB-90, Brand-Fosroc) Total Flange Nos.=02  Total Bolts=80*2=160 Nos. Image Source-Ritesh Raj Used Admixture- (1.) ACC HP 6517 (2.) ACC HVF 7905(Corrosion) Image Source-Ritesh Raj 10 mm and 20 mm aggregate sources:- Anjar, Nakatrana Water Source-Khavda Sand Source-Mudhan, Kunariya, Ratariya GSB Sourvce-Raytariya, Anjar Required TDS of Water=Below 2000 Required PH of water=6.5 to 8.5 GGBS=Ground Granulated Blast Furnace Slag IDT=Inverter Duty Tran...

Bulking of Fine Aggregate

 Bulking of Fine Aggregate-

Apparatus Required:-

(1.) Container

(2.) Steel rule

(3.) Steel rod of 6mm diameter

(4.) Measuring cylinder of 250 ml capacity

(5.) Sand sample under test

(6.) Observation sheet for record the reading

Recent Blog: Specific Gravity of Soil by Pycnometer Method

Procedure:-

(1.) To start the test, take the measuring cylinder and fill with sand up to 200 ml. graduation mark.

(2.) Now, level with steel rule without shaking the cylinder.

(3.) Transfer the sample of sand to another container.

(4.) Refill the measuring cylinder with water (up to 100 ml.)

(5.) Now, pour the sample of sand in measuring cylinder fill with water and stir it well with 6 mm diameter steel rod. So, that it is thoroughly mix with water. 

Also Read: Field Dry Density of Soil by Sand Replacement Method

(6.) Allow it for settle sometimes. You will be noted that the sand surface is now below its original level (i.e. less than 200 ml.)

(7.) Bulking of sand=200-Y /Y*100

                                = 200-150/150 *100

                                = 33.3 %

Picture taken from theconstructor.org


(8.) Repeat this procedure for two more sample of fine aggregate and record the reading in the observation sheet.

(9.) The average of three reading is taken as the final result.

Bulking of fine sand:- https://www.youtube.com/watch?v=Odfz20NkzGo (Source:NCTEL)


Sl.No.

Description

Sample No.

1

2

3

1

Volume of loose sand, ml

200

200

200

2

Volume of saturated sand(v), ml

150

156

154

3

Percentage bulking=(200-v/v)*100 (in %)

33.30%

28.20%

29.90%

4

Average Value

30.46

Also Read: Specific Gravity and Water Absorption of Coarse Aggregate 


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Written By-
Ritesh Raj

Email Id-rajritesh.motiharirr@gmail.com



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