Properties of ordinary portland cement, Civil Engineering

Assignment Help:

Properties of Ordinary Portland Cement

(i) Chemical properties: Portland cement consists chemical compounds are following:

(a) Tricalcium silicate          3 CaO.SiO2 (C3S)   40%

(b) Dicalcium silicate           2CaO.SiO2  (C2S)   30%

(c) Tricalcium aluminate     3CaO.Al2O3  (C3A) 11%

(d) Tetracalcium aluminate            4CaO.Al2O3.Fe2O3  (C3AF)         11%

There can be small quantities of impurities present such as calcium oxide (CaO) and magnesium oxide (MgO).

When water is added to cement, C3A is the first to react and it cause initial set. It produce great amount of heat. Early C3S hydrates and develops strength in the first 28 days. It also produces heat. C2S is the next to hydrate. It hydrates slowly and it is responsible for increase in decisive strength. C4AF is comparatively inactive compound.

(ii) Physical properties: The following physical properties should be varified before choosing a portland cement for the civil engineering works. IS 269-1967 specifies the method of testing and prescribes the restriction:

1. Fineness  

2. Setting time

3. Soundness          

4. Crushing strength.

(1) Fineness: It is measured in terms of percentage of weight received after sieving the cement through 90 micron sieve or by surface area of cement in square centimeters per gramme of cement. According to IS code condition weight received on the sieve should not be more than 10 %. In terms of particular surface should not be less than 2250 cm2/gm.

(2) Setting time: For initial setting a time period of 30 minutes as minimum setting time and a maximum period of 600 minutes as maximum setting time is specified by IS code, provided the tests are conducted as per the process prescribed by IS 269-1967.

(3) Soundness: Once the concrete has hardened it is essential to ensure that no volumetric changes occur. The cement is said to be unsound, after hardening if it exhibits volumetric instability. IS code recommends test with Le Chatelier mould for testing this specific property. At the end of the test, the indicator of Le Chatelier mould should not enlarge by more than 10 mm.

(4) Crushing strength: For this mortar cubes are composed with standard sand and tested in compression testing machine as per the specification of IS code. The minimum strength mentions is16 N/mm2 after 3 days and 22 N/mm2 after 7 days of curing.


Related Discussions:- Properties of ordinary portland cement

Premix road, plz tell me the ratio of sand,aggregate,and asphalt.pl tell me...

plz tell me the ratio of sand,aggregate,and asphalt.pl tell me the mm of aggregate

Pavement design, differences between highway pavement and airfield pavement...

differences between highway pavement and airfield pavement

What do you mean by laying of apron in design of bridge, Q. What do you mea...

Q. What do you mean by Laying of apron in design of bridge? Width of apron laid on river bed should be 1.5 D1 where D 1 is estimated scour depth in metres below river bed. Thi

REport, CASTE DISCRIMANIMATION

CASTE DISCRIMANIMATION

Introduction to engineering mechanics, Deternim the angle A for which the m...

Deternim the angle A for which the moment of the 500N force is maximum about a point o. also find the maximum momentum

Boundaries of rational method in calculating runoff, Question What are main...

Question What are main boundaries of Rational Method in calculating runoff? Answer Calculation of runoff is compound matter that depends on a lot of factors similar to ground

Properties of elastomer, An elastomer is a polymeric substance obtained aft...

An elastomer is a polymeric substance obtained after vulcanization of rubber. Vulcanization is the process of improving the properties of rubber by heating with sulphur. A normal r

Control reinforcement corrosion, Crack width limitation ( In many stand...

Crack width limitation ( In many standards and code of practice of numerous countries, allowable size of crack width is generally limited to less than 0.5mm for reinforced conc

Preloading - control of settlements, Q. Preloading - Control of settlements...

Q. Preloading - Control of settlements? This method consists of loading the soil strata by a load intensity which will be equal to or higher than the expected load intensity. T

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