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

Compute the degree of saturation, The maximum dry density and optimum moist...

The maximum dry density and optimum moisture content of a soil from standard proctor's test are 18 kN/m 3 and 16% respectively. Compute the degree of saturation of the sample,

Basic things used in road construction, Basic things used in road construct...

Basic things used in road construction: Water Absorption : The quantity of water absorbed by aggregates. Aggregate Impact Value : The percentage by weight of crushed ma

Probable distribution function, The diameter of an electric cable, say X, i...

The diameter of an electric cable, say X, is assumed to be continous random variable with pdf;f(x)=6x(1-x), 0 b}.

Calculate the number of paths and critical paths, Calculate the Number of P...

Calculate the Number of Paths, Number of Critical Paths and Project Duration For the project network shown, the total number of paths through the network; number of critical pa

Steel truss 15 m span, types of truss of 15 m cantilever with 1000 kg on fr...

types of truss of 15 m cantilever with 1000 kg on free end. May be steel or any lightest material aluminium anodized truss. thanks

Show the benefits of adopting marine fill, In reclamation involving large v...

In reclamation involving large volumes of fill and tight programme, shall engineers use marine fill or mud extracted from land borrow area as filling material?  There are two

Determine the shearing resistance of sand, In a drained triaxial compressio...

In a drained triaxial compression test, a saturated specimen of cohesionless sand fails at a deviator stress of 450 kN/m 2 when the cell pressure was 135 kN/m 2 . Search the ef

Hydraulics, A rectangular channel, 20ft wide is shown. The channel consists...

A rectangular channel, 20ft wide is shown. The channel consists of three reaches of different slopes. The channel has a roughness coefficient of n=0.015 and carries a discharge of

Distomat, short note about characteristics of distomat

short note about characteristics of distomat

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