Concrete cracking, Civil Engineering

Assignment Help:

Attached information shows construction details of a water tank. The slab was poured in one pour and the walls (incl. Baffles) were poured in two even sections. Forms were stripped 3 days after pouring walls. The weather on these pour days was not extreme. The difference between the minimum to maximum temperatures were only 5 or 6 degrees. The cracking was identified through most holes allowed for formwork ties perpendicular to the wall thickness.

The cracks were in vertical direction originating from the base to nearly half way of the height of the external walls. The cracks appear to be wider near the base and narrowing with the height. The cracks appeared within the first week after the concrete placement, first noticed as soon as the formwork was removed.

The following are events:

1. Tank Base poured (Temperature min 9.3, max 16.5°C)

2. North side of structure poured (including north wall, ½ east wall, ½ west wall & intermediate baffle) (Temperature min 17.4°C, max 30.6°C)

3. Formwork stripped (first sign of cracking through formwork tie bars)

4. South side of structure poured (including south wall, ½ east wall, ½ west wall, intermediate baffle & overflow weir) (Temperature min 14.1°C, max 22.5° C)

5. Formwork stripped (similar cracks to first pour noticed)

6. Water testing commenced and leakages detected.

Photograph of the cracks in concrete and water leakage are shown in pictures attached.

Drawings are also attached.

Your assignment is to identify the type of cracks and convince the reader of your report the conclusions that you have reached in your report.

(1) List all the possible type of reasons that may have caused these cracks

(2) Discuss the reasons for and against each type of cracks mentioned above;

(3) Arrive at a conclusion backed by logical arguments that the type of crack you consider is the most likely cause of the cracks found.

(4) Present calculations to back up your argument if possible.

(5) Having identified the type of cracks above, now discuss the how these types of cracks can be avoided in future in the same type of situations.


Related Discussions:- Concrete cracking

Vectors application, how does vectors apply mathamatical in civil engineeri...

how does vectors apply mathamatical in civil engineering

Shallow foundations, The drainage system of a cantilever wall shown in Figu...

The drainage system of a cantilever wall shown in Figure As 1 became blocked after a heavy rainstorm and the groundwater level, which was originally below the base, rose to1.5 (m)

Draw the variation in total stress, Draw the variation in total stress, eff...

Draw the variation in total stress, effective stress, and pour water pres- sure up to a depth of 6 m below ground level, given the following data. The water table is 2 m below grou

Shear force, what is shear failure and shear force please explian?

what is shear failure and shear force please explian?

Reverse and direct circulation drill drilling in piling, Q. Reverse and dir...

Q. Reverse and direct circulation drill drilling in piling? For reverse circulation drilling and direct circulation drilling, major difference in drilling method is connected t

Use scattered lighting for underwater inspection of bridge, Define Use of s...

Define Use of scattered lighting for Underwater inspection of Bridge In this arrangement, a very high powered, tight beam spot light (beam angle less than 10°) is used. The lam

Design the 2-span continuous center, Design the 2-span continuous center T-...

Design the 2-span continuous center T-beam, B2, for the floor syetem shown below. The girders that the beam frames into are all 24" wide. Using fc'= 5 ksi, and fy = 60 ksi. The ser

Raft base of pumping stations, Question Why are voids filled with light...

Question Why are voids filled with lightweight infilling material in raft base of pumping stations ? Answer To decrease dead load and therefore to decrease settleme

Test for determination of uitimate compressive strength, Q. Test for determ...

Q. Test for determination of Ultimate Compressive Strength The test pieces are to be loaded either till the failure of the steel laiminate or till the irreversible squeezing ou

Write Your Message!

Captcha
Free Assignment Quote

Assured A++ Grade

Get guaranteed satisfaction & time on delivery in every assignment order you paid with us! We ensure premium quality solution document along with free turntin report!

All rights reserved! Copyrights ©2019-2020 ExpertsMind IT Educational Pvt Ltd