Why do not use fly ash bricks for waterproofing.

Answers were Sorted based on User's Feedback



Why do not use fly ash bricks for waterproofing...

Answer / d s shatish

The water absorption timing is very high and it allows the
water flow very easily.

Is This Answer Correct ?    7 Yes 0 No

Why do not use fly ash bricks for waterproofing...

Answer / m.haseeb yaquobi

so its cary water

Is This Answer Correct ?    2 Yes 1 No

Why do not use fly ash bricks for waterproofing...

Answer / himanshu sekhar pradhan

We canot use flyash bricks in water proofing work because
basically fly ash is a inert material. so it will not carry
any shape without mixing with cement. secondly if we let
use some pecentage of cement with fly as to make bricks,
Then such bricks will be totaly impermeable that means it's
absorption capacity will be too less then it will not
absorbed the imerse water. Then the unfortunately imerse
water instead of absorbed by bricks it will reach to
concrete layer, which may create sepage.

Is This Answer Correct ?    3 Yes 2 No

Post New Answer

More Civil Engineering Interview Questions

Which prize is the alternative to the NOVEL Prize?

0 Answers   Engineers India,


how much cement is required for 100 sft plastering of ratio 1:4

6 Answers   Confident Group, L&T, M N Creations,


how much of quantity of material required for execution of one cubic meter of random rubble masonry in 1:3 cement mortar

0 Answers  


Define What is rigging?

0 Answers  


If in a structure, e.g, 20mm steel bar is not available and we use 16mm steel bar instead of 20mm bar, how can we calculate the no. of steel bars for 16mm diameter bar?

5 Answers  






How to get MEP technical,instaaltion & testing data for interview?

0 Answers  


What are the different types of foundation?

0 Answers  


How to calculate thickness of MAT slab & Reinforcement? The dimention of under ground water reservoir is 80'X14'X 12 ft

0 Answers  


In IS:456-2000 the workability of concrete is given in mm (slump)in cl.7.1. In IS:10262-1982, cl.3.3.4 & table-6 says +/- 3 percent adjustment is required in the quantity of water (calculated as per table-4 or 5), for each increase or decrease in the value of compacting factor (i.e. workability of concrete) by 0.1. How it is possible to calculate the exact quantity of water required for a particular grade of concrete? What is the relation between Slump & Compacting factor of concrete?

1 Answers   Unitech,


how to take out quantity of steel used in column and beam?? what is standard formula for it???

1 Answers  


is there any information regarding MPSC2010

1 Answers  


how to calculate the required qantities of cement, Sand and aggrigate to prepare 1 Cum of concrete mix 1:2:4

5 Answers  


Categories
  • Civil Engineering Interview Questions Civil Engineering (5085)
  • Mechanical Engineering Interview Questions Mechanical Engineering (4452)
  • Electrical Engineering Interview Questions Electrical Engineering (16637)
  • Electronics Communications Interview Questions Electronics Communications (3918)
  • Chemical Engineering Interview Questions Chemical Engineering (1095)
  • Aeronautical Engineering Interview Questions Aeronautical Engineering (239)
  • Bio Engineering Interview Questions Bio Engineering (96)
  • Metallurgy Interview Questions Metallurgy (361)
  • Industrial Engineering Interview Questions Industrial Engineering (259)
  • Instrumentation Interview Questions Instrumentation (3014)
  • Automobile Engineering Interview Questions Automobile Engineering (332)
  • Mechatronics Engineering Interview Questions Mechatronics Engineering (97)
  • Marine Engineering Interview Questions Marine Engineering (124)
  • Power Plant Engineering Interview Questions Power Plant Engineering (172)
  • Textile Engineering Interview Questions Textile Engineering (575)
  • Production Engineering Interview Questions Production Engineering (25)
  • Satellite Systems Engineering Interview Questions Satellite Systems Engineering (106)
  • Engineering AllOther Interview Questions Engineering AllOther (1379)