Types of limes and their properties, Civil Engineering

Assignment Help:

Types of Limes and their Properties

The limes are classified in three categories as fat lime, hydraulic lime and poor lime:

(1) Fat lime: It is composed of 95 percentage of calcium oxide. As water is added, it slakes vigorously and its volume increases 2 to 21/2 to times. It is in white color. Its properties are following :

1.    It has high degree of plasticity

2.    hardens slowly

3.    It is white in color

4.    It sets slowly in the presence of air

5.    It slakes vigorously.

(2) Hydraulic lime: It contains ferrous oxide and clay. Depending upon the percentage of clay exit, the hydraulic lime is divided into the following three categories:

   i.        Moderately hydraulic lime (11 to 20% clay content)

   ii.        Feebly hydraulic lime (5 to 10% clay content)

   iii.        Eminently hydraulic lime (21 to 30% clay content)

The properties of hydraulic lime are following:

Its color is not perfectly white

It is sets under water

Its binding property improves if fine powder is mixed with sand and kept in the form of heap for a week, before utilizing.

It forms a thin paste with water and do not dissolve in water.

(3) Poor lime: It contains more than 30% clay. Its color is muddy. It has poor binding property. The mortar composed with such type of lime is used for inferior works.

IS 712-1973 classifies lime as class A, B, C, D and E.

Class A Lime: It is predominantly hydraulic lime. It is usually supplied as hydrated lime and It is generally used for structural works.

Class B Lime: It contains hydraulic lime and fat lime both. It is supplied as hydrated lime or as quick lime. It is utilized for making mortar for masonry works.

Class C Lime: It is predominantly fat lime, supplied both as quick lime and fat lime. It is utilized for finishing coat in plastering and for white washing.

Class D Lime: This lime contains large quantity of magnesium oxide and is similar to fat lime. It is also commonly used for white washing and for finishing coat in plastering.

Class E Lime: It is not a pure lime stone. It is known as kankar. It is available in block and modular form. It is supplied as hydrated lime. It is usually used for masonry mortar.


Related Discussions:- Types of limes and their properties

Define the cracking - underwater inspection of bridge, Define the Cracking ...

Define the Cracking - underwater inspection of bridge? A crack is a linear fracture in concrete. There can be several types of cracks starting from surface and going into the c

What is activated sludge process, Q. What is Activated Sludge process? ...

Q. What is Activated Sludge process? The term Activated Sludge is used to indicate the sludge which is obtained by settling sewage in presence of abundant oxygen. The Activated

Determine the factor of safety against overturning, A trapezoidal masonry r...

A trapezoidal masonry retaining wall 1 m wide at top and 3 m wide at its bottom is 4 m high. The vertical face is retaining soil (φ = 30°) at a surcharge angle of 20° with the hori

Define latitude - transportation, Define Latitude - Transportation Lati...

Define Latitude - Transportation Latitude of a line is the distance that the line extends in a north or south direction. A line that runs towards north has positive latitude; a

Contractor to continue concreting works, Question If on-site slump test fai...

Question If on-site slump test fails, is it necessary that engineers allow a contractor to continue concreting works ? Answer This is an extremely traditional question raised by

Determine the uniformly distributed load, A rectangular area 4 m × 6 m carr...

A rectangular area 4 m × 6 m carries a uniformly distributed load of 100 kN/m 2 at the ground surface. Estimate the vertical pressure at a depth of 6 m vertically below the centre

Road construction, how to calculate various quantities of materials for wet...

how to calculate various quantities of materials for wet mix macadam and dense bitumen macadam

Draw the shape of the pressure line, Draw the shape of the Pressure line. ...

Draw the shape of the Pressure line. Solution The locations of resultant force at sections A-A, B-B  and C-C have already been determined. Joining these locations, we can dr

Strength of concrete at the transfer stage, Strength of Concrete at the Tra...

Strength of Concrete at the Transfer Stage Concrete strength in the member at the transfer stage should conform to the design requirements. The frequency of the sampling and 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