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

Bleeding test for grout – an essential requirement, Q. Bleeding test for gr...

Q. Bleeding test for grout – an essential requirement? Bleeding is a form of segregation in that a layer of water migrates to surface of the grout at the time of the initial st

Urban transport systems, Urban Transport Systems: Urban Transport P...

Urban Transport Systems: Urban Transport Problem Rapid urbanisation is taking place in India. The current urban population proportion of 28 per cent may reach 40 per

NERNST EQUATION, HOW CAN I MAKE ASSIGNMENT ON THIS TOPIC

HOW CAN I MAKE ASSIGNMENT ON THIS TOPIC

Bridge designing, Could someone please help me understand the basics of bri...

Could someone please help me understand the basics of bridge designing

Methods of constructing roads in marshy areas, Methods of Constructing Road...

Methods of Constructing Roads in Marshy Areas: The following methods are adopted for constructing roads in marshy areas: (a) Removal of soft soil and replacement with good

Find the normal stress, Find the normal stress: Figure 1 shows the pro...

Find the normal stress: Figure 1 shows the projection of a rectangular prism ABCD, formed by adhesive bonding of two triangular prisms ABC and ACD. The state of stress in the

Explain is vadose zone - ground water, Explain is Vadose Zone - Ground wate...

Explain is Vadose Zone - Ground water In an unconfined aquifer, it is the area located above the water table and aquifer, where the soil and rock are not saturated with water.

Designing of service reservoirs, Question In designing of service res...

Question In designing of service reservoirs , straight reinforcement in walls of reservoirs is placed at external layer. Give some specific and main reasons?   Answer

Uncompacted bedding for concrete pipes, Uncompacted bedding for concrete pi...

Uncompacted bedding for concrete pipes In the middle third of the base of precast concrete pipes, bedding layers are suggested to be left Uncompacted since it helps to decreas

Show disadvantages of excessive concrete covers, Q. Disadvantages of excess...

Q. Disadvantages of excessive concrete covers? In reinforced concrete structures cover is generally provided to protect steel reinforcement from corrosion and to provide fire r

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