Cube tests of concrete are failed at 7 days and 28
days.What is your next action?

Answer Posted / vaibhav jadhav

Any is code not give the clause regarding demolishing of
structure if cube fails in 28 days. but IS 456 & 516 give
the clause if strength of cube is less than FCK then
proceed for NDT Test i.e Rebound hammer if fail then go for
Ultrasonic test after all the NDT fail then proceed for
Core cutter also if U found result less then FCK then go
for Retrofitting with suggestion of consultant.

Is This Answer Correct ?    33 Yes 2 No



Post New Answer       View All Answers


Please Help Members By Posting Answers For Below Questions

What are wooden shingles?

809


how to diffenentiate the fixed beam and simply supported beam in the execution while reading the drawing and how the reinforcement detail will be differ for the above.

1974


what are the ffactors you considered choosing the course?

1699


in the earthquqke the profile of water on dam is parabolic or not

1463


What is chemical composion test

1513






importance of the soundness test to determine the quality of cement use for any construction

1699


If we buy crush sand for 3200/ Brass and cement for Rs350 /Bag and flyash 1200 / tonne....and my production is 230 Bricks per bag than how much cost is required for 1 flyash brick?

1720


Could you please give me an answer to the mixing proportion of concrete M1 grade (sterngth of 1 MPa)?

2135


Can compresive strength test for concrete at 1 day age possible to carry out? If yes, which IS code describes the procedure for such testing?

1591


Sometimes the side of concrete bridges is observed to turn black in color. What is the reason for this phenomenon?

703


How to activate isometric axes in cad?

733


for 16mm thick cement plastring 1:6 on 100 Sq.m.New brick work,the quantity of cement required is.

1523


 rcc floor to floor  4m. in column reinforcement where we provide lap in exact location.     

1492


What is difference between code and standard and specification?

1810


in staad pro. modelling for a parallel scissors chord truss, when i assigned roller support i.e fixwd but with all Fx, FZ, Mx, My and Mz release except Fy... the analysis results " in stability at a joint, with direction Mx or My..what could be the reason...anyone please explaing

3352