Why silt content not allowed more than 6% for Sand ?
Answer Posted / reaman man
as per IS 383:1970 the percentage of silt should be kept as low as possible,ideally less than 3%. Higher percentages of silt can cause appreciable reduction in the Compressive Strength of concrete.
| Is This Answer Correct ? | 4 Yes | 0 No |
Post New Answer View All Answers
Caching, Multithreading and RAMBUS are 3 methods for resolving the Bottleneck problem. Please give an explanation for each one (how are they resolve the problem?)
what is the minimum reinforcement provided in beams,footings,slabs? what is the minimum soil bearing capacity to design a multistorey building
What difference comes in constructing of house and a housing complex like society
significance of specific surface area of particles?
how to identify np3 pipe and np4 pipe
How can we calculate 8- storied Madrasha Building pile capacity by taking SPT value at site?
wat would be the probable interview questions and GD topics for IOCL exam?
I am a civil engineering student and going to attend interview in this week in an IT company.Will they ask me questions about my area of interest or cs
how to Concrete cubes testing curing time 7 days casting date 24.05.17 testing date ?
List out the types of roofs?
what is the exact dia of 8swg and 10swg gabion wire
What is difference between limit state and working stress method? How it is applies in building structure.
silt%= silt volume/ silt+sand volume is this right?
How much cement will require for 1Rmt Skirting laying
how much required strength of cement concrete bricks(size 230x115x75mm)