Advantages and Disadvantages of using fly ash bricks over
clay bricks?
- 11 Answers
- 110868 Views
- Pradhi Engineering, I also Faced
- E-Mail Answers
Answer Posted / rajiv kaushik
I think big issue with flyash bricks is that, Cement is use in these bricks as binding agent. This cement has certain life that is 15 to 20 years. After that it losses binding effect and start powdering. This effect you find in old buildings where plaster of these buildings starts separating from walls. So similarly these bricks also get weaker and weaker over the period of time. Where as normal clay bricks contains same strength for very long time.
| Is This Answer Correct ? | 15 Yes | 37 No |
Post New Answer View All Answers
Give list of building construction equipment & explain about them in brief. How much is output of JCB, POCLAIN, Steel cutting & bending machine, material hoist, tower crane?
How much cement,sand,bricks and water needed for 1square metre brick work?
16 questions out of 55 were from the book GUPTA N GUPTA OBJECTIVE of civil engineering. Total ques were 4 ques from hydraullics, 7 from BMC, 4 FROM SOM, 4 from soil mechanics, 6 from transportation, 5 from engineering drawing.
What was asked in isro civil interview
What are the different types of civil engineering?
How to find out kg per Sft ?
how to calculate quantity of cement,sand & aggregate for u.c.r / r.r masonry in cm 1:6
step by step procedure to find out the percentage of steel in coloum,beam,slab,footing in detailed
What is the strength of cement?
how to caluclate sienerge qty in construction in ap
what is meant by residual strain?
If we don't have drawing for Excavation of building,At what rule we will go for excavation and how much depth will go for a villa?
Why do we not deduct steel volume to find actual volume of concrete in practical as we have studied that,,, actual volume of concrete = volume of column- volume of steel pls explain with reference of IS code?????
Rate analysis for construction of a solid block masonary of size 400x200x200 in C.M.1:5 in superstructure .Compressive strength 5.00 N/Sq.mm Confirming to IS: 12894:1990, with necessary scaffolding, raking of joints and pointing the same. I require rate per Cum.
What is difference between engineering stress and true stress?
