Month: August 2019

Flagstone Flooring | Building Construction

Flagstone Flooring

The floor whose surface is covered by a square or rectangular flagstone slab is called flagstone flooring. Flagstone is another form of sandstone. 20 mm to 40 mm uniformly thick sandstone slab is known as flagstone. It is mainly used for flooring, roofing, and walkways.

Flagstone Flooring - Building Construction

Read Also: Different Types of Flooring

Method of Flagstone Flooring

For the construction of flagstone flooring, first of all, a layer of earth is filled uniformly in the flooring area. The layer is rammed hard after mixing water with it. 

If the soil quality is not too good, a layer of rubble boulders or broken brick-bats around 250 mm thick is laid on it. This layer is then rammed so that the broken bricks are fully embedded in the flooring soil, and a hard bed is obtained.

A layer of lime concrete, 100 mm to 150 mm thick, is then spread over the hard bed. Again this layer is rammed to get a consolidated layer and left to set for 2 to 3 days.

Construction method of flagstone flooring

After this process, a layer of lime mortar, 20 to 25 mm thick is spread and flagstones are fitted in it. Once stone slabs are properly set in the mortar layer, the mortar that has come out through joints is raked off for a depth of about 20 mm and flush-pointed with 1:3 cement mortar.

The standard dimensions of stone blocks are usually 300 mm x 300 mm, 450 mm x 450 mm, 600 mm x 600 mm, and 450 mm x 600 mm. The stones used should be enough hard, durable, and of fine quality.

The stones are dressed on all the edges so that joints are kept thin, to give them a better look. These types of floors are used in such a place(like – Stores, Godowns, sheds, etc.) where heavy load movement have to be handled.

Advantages of Flagstone Flooring

Following are the 4 advantages of flagstone flooring:

 1. Flagstone flooring is very economical for the place where the stone is easily available.
2. Maintenance is easy and cheap.
3. It is hard, durable, and wear-resistant.
4. It can withstand wear during the movement of heavy loads.

Disadvantages of Flagstone Flooring

1. It is not a very fine and smooth type of floor.
2. It is not very impervious as water can percolate through damaged portions.
3. When iron-tired thellas move over the flagstone floor, it produces a lot of noise.

Read Also:

 Composite Steel-Concrete Floor & Deck System

Mud Flooring

Muram Flooring

Granolithic Flooring

Failure of Tube Well || Reasons – Corrosion & Incrustation

Failure of Tube Well

A tube well may fail for the following reasons:

  • Corrosion
  • Incrustation
Failure of Tube Well || Reasons - Corrosion & Incrustation
Failure of Tube Well

Corrosion of the Well Pipes

The Corrosion of the well pipes is caused by the presence of acid, chloride and sulphate in the groundwater. The following measures can be taken to reduce the corrosion of the well pipes.

  1.  Always thick pipes should be used.
  2.  Always galvanized or other anti-corrosion coated pipes should be used. 
  3.  Periodic cleaning of the well pipe should be performed with sulphuric acid.

Incrustation

The groundwater also holds calcium bicarbonate, magnesium, sulphate, etc. For a long duration, these components are deposited inside the tube wells pipes, this reduces the diameters of the pipe. This is known as incrustation. 
The incrustation can be detained as follows:

1. In order to determine the presence of alkali salts, the water of the tube well is tested in the laboratory. Salts responsible for incrustation may be removed by titration. 

Titration is performed by forcing sufficient doses of acid into the well. The water in the tube well is then washed by pumping.

2. The tube well should not be left unused for a long period.

Read Also:

 Methods of River Bank Protection

4 Methods of River Bank Protection

Methods of River Bank Protection

4 methods of river bank protection are as follows:

  1.  Brick Pitching
  2. Stone Riprap
  3. Boulder Pitching
  4. Concrete Slab Lining 
4 Methods of River Bank Protection

1. Brick Pitching 

In this method of river bank protection, first of all, around 3m length of bamboo or timber piles are driven along a line about 1 m away from the toe of the river embankment, and the center to center distance between one pile and the next pile is kept 15 cm.

The layer of brick flat soling is provided on the space between the toe and the pile line. Then usually, 15 cm thickness of cement concrete (1:3:6) is laid over the brick flat soling on the room between the toe of the embankment and the pile line. 

Methods of River Bank Protection - Brick Pitching method

The sloping side of the bank is protected by double-layer brick pitching with cement mortar of 1:6 ratio.

2. Stone Riprap 

In this method of bank protection, Around 3 m length of timber piles are driven at 1 m center to center along the line about 1 m away from the toe of the embankment. The piles are projected about 45 cm above the ground surface. 

Methods of River Bank Protection - Stone Riprap method

Then the boulders enclosed in wire net is provided along the space between the toe and the pile line. And for the protection of the sloping side of the embankment, stone riprap finished with cement mortar is provided.

3. Boulder Pitching 

In this method of river bank protection, around 4 m to 5 m length of timber piles are driven at 1 m center to center, along the line about 1 m away from the toe of the embankment. The piles are projected about 50 cm above the ground surface.

Methods of River Bank Protection- Boulder Pitching method

Then, within the space between the toe and the pile line, two layers of boulder apron are provided. The sloping side is lined with boulder pitching which is finished with cement mortar.

4. Concrete Slab Lining 

In this method of bank protection, A wall is constructed along the bank of the river. This type of wall is called the toe wall. 

Then the concrete slabs are placed on the space between the toe of the embankment and toe wall,  and it is set by using cement mortar. The sloping side of the embankment is lined with concrete slabs, and joints are finished with cement mortar.

Methods of River Bank Protection - Concrete Slab Lining method

Depending on the site condition, concrete slabs may be of different sizes. Usually, the size of the concrete slab (50 cm X 50 cm X 10 cm) is used.

Read More:

Types of Irrigation

Advantages of Canal Lining

What is Cutback? Features, Types, and Uses of Cutback

What is Cutback?

The Cutback is a liquid binder, it contains about 80% of bituminous material and 20% solvent.

What is Cutback? Features, Types, and Uses of Cutback

How Cutbacks are Obtained?

Cutbacks are obtained by blending a bituminous material with a volatile solvent.

Which Types of Solvent and Bituminous Material are Used in Cutback?

The bituminous material may be bitumen or tar and volatile solvent commonly used are gasoline, flux oils, Kerosene, etc.

Important Features of the Cutback

⇰The important features of the Cutback are its low-temperature viscosity and also the rate at which it sets.   

⇨The setting time of Cutback depends upon the rate at which it is set and also depends upon the rate at which its solvent evaporates.  

⇨In any specific situation, the behaviour of a Cutback depends upon the characteristics and quantity of the present solvent.

What are the types of cutbacks?

Cutbacks are of three types depending on the type of solvent used.

1. Rapid Curing (RC)

They are formed by diluting bitumen with naphtha or gasoline type of distillate.

2. Medium Curing (MC)

They are manufactured by diluting bitumen with a kerosene-type of distillate.

3. Slow Curing (SC)

They are formed by fluxing or mixing bitumen with high boiling point light oil which contains little or no volatile constituents.

What are the Uses of Cutbacks?

It is used for road construction, such as road surface dressing for bituminous macadam, and soil stabilization.  

Read Also:

Material Required For Construction of Water Bound Macadam (W.B.M) Road

Construction Procedure of  Water Bound Macadam (W.B.M) Road

Factors Affecting Evaporation From Water Surface

Factors Affecting Evaporation From Water Surface

5 major factors affecting evaporation from water surface are as follows:

Factors Affecting Evaporation From Water Surface

1. Area of Wate Surface

If the surface of the water is large, the evaporation will be more. But if the water surface is small, then evaporation will be less.

2. Depth of Water

If the depth of water is more, evaporation will be less, but less depth of water causes more evaporation.

3. Humidity

If there is more humidity in the atmosphere, the evaporation will be less.

4. Temperature

If the temperature of the atmosphere is more, the saturation vapor naturally increases as well as the rate of evaporation also increases and vice versa.

5. Wind Velocity

If the rate of wind flow is more, the loss of evaporation will be also more and vice versa.

Read More:

Method of Improving Duty of Water

Types of Rainfall – Cyclonic, Convective, Orographic & Frontal Rain

Types of Rainfall

The water that comes back to the surface of the earth in its various forms like rain, snow, hail, etc. is called precipitation. Rain is one type of precipitation. When precipitation occurs in the form of water is known as rainfall. A major part of the precipitation occurs in the form of rain and a minor part of the precipitation occurs in the form of snow. Other forms of precipitation such as hail, sleet, mist, are very small and generally ignored. Depending on the different atmospheric conditions, rainfall may be of the following types:

Types of Rainfall - Cyclonic, Convective, Orographic & Frontal Rain
Types of Rainfall

1. Cyclonic Rainfall

This type of rainfall is caused by the difference of pressure within the air mass on the earth’s surface. If low pressure is generated somewhere, warm moist air rushes with violent forces from the adjacent area to the low-pressure zone. 

The heated moist air rises up with the circular motion and gets condensed at the higher altitude, and finally, heavy rainfall occurs. 

Cyclonic rainfall is classified into the following two categories:

i. Frontal type: Front is a boundary joining warm moist air mass resulting in the precipitation of the moist air mass.

ii. Non-frontal type: In this cold air mass moves whereas moist air mass is stationary.

2. Frontal Rainfall

Frontal rainfall is a type of cyclonic rainfall. When the moving warm moist air mass is blocked by the zone of the cold air mass, the warm moist air rises up (as it is lighter than cold air mass) to a higher altitude where it gets cooled adiabatically to form a cloud and ultimately heavy rainfall occurs.

Frontal Rainfall
Types of Rainfall – Frontal Rainfall

3. Non-frontal rainfall

Non-frontal rainfall is also a kind of cyclonic rainfall. When a mass of warm moist air rushes from the surrounding zone to the lower pressure zone, a pocket is formed, and the warm moist air rises to a higher altitude like a chimney. 

Non-frontal rainfall
Types of Rainfall –  Non-frontal rainfall

At higher altitudes, it gets cooled adiabatically to form a cloud. Rainfall caused by such clouds is known as non-frontal rainfall.

4. Convective Rainfall

In tropical countries, when the ground surface is unevenly heated, especially on hot days, warm air rises to high altitudes and cold air takes its place with high velocity.  

Convective Rainfall
Types of Rainfall – Convective Rainfall

Thus, at high altitude, the warm, moist air mass condenses and causes heavy rainfall. This is called convective rainfall.

5. Orographic Rainfall

When the moving warm moist air is barred by some mountain, then it rises up to a high altitude along the mountain slope. 

Orographic Rainfall

At the high altitude, it gets condensed and heavy rainfall occurs. This type of rainfall is called orographic rainfall.

Read Also:

 Types Of Irrigation

Requirements of Good Ventilation System in Tunnels

Requirements of Good Ventilation System in Tunnels 

A good tunnel ventilation system should meet the following requirements:

1. It should reduce the dust produced by the tunnel activities to a safe limit.

2. It should quickly clear the fumes generated by blasting from the working face.

3. A good ventilation system should be such that, it can prevent the accumulation of dangerous fumes along the length of the tunnel.

4. It should give a working environment at the face of the tunnel.

Read Also:

 Necessity of Tunnels

 Methods of Ventilation in Tunnels

 Shapes of Tunnels

 Classification of Tunnels

7 Shapes of Tunnels – Advantages & Disadvantages

Shapes of Tunnels

Commonly used tunnel shapes(Shapes of Tunnels) are discussed below:

  1. Polycentric
  2. Circular
  3. Rectangular
  4. Egg-shaped
  5. Horseshoe type
  6. Elliptical
  7. Segmental
Shapes of Tunnels - Advantages & Disadvantages

1. Polycentric Shaped of Tunnels

This sort of tunnel shape has a number of centers and provides a sufficient flat base for traffic movement.

Polycentric Shaped of Tunnels

Advantages:

  • It can be used for road and railway traffic.
  • It can resist external and internal pressure for their arch shape.

Disadvantages:

  • The construction of these tunnels is difficult.
  • The lining of this type of tunnel is difficult.

2. Circular Shaped Tunnels

Circular tunnels are used to carry water under pressure. These are not appropriate for traffic tunnels because more filling is needed to make the base flat.  

Circular Shaped Tunnels

Advantages:

  • Best to resist the external or internal force.
  • It provides the greatest cross-sectional area for the least perimeter.

Disadvantages:

  • More filling is required to form a flat base for designing a road or railway track.
  • In circular tunnels, lining work is very difficult.

3. Rectangular Shaped Tunnels

For pedestrian traffic, rectangular shapes of tunnels are appropriate. These tunnels are sometimes accepted if pre-constructed R.C.C caissons are used. These types of tunnels are not suitable to resist external pressure due to their rectangular shape and these are not in use these days.  

Rectangular Shaped Tunnels

4. Egg-Shaped Tunnels

This tunnel shape has a number of centers and radius length. These are suitable as sewer tunnels to carry sewage water.

Egg-Shaped Tunnels

Advantages:

  • It is mostly adopted for carrying sewage water.
  • Due to their small cross-section at the bottom, it can maintain the self-cleaning velocity of flow of sewage in dry and rainy seasons.
  • It can resist external and internal pressure due to its circular walls.

Disadvantages:

  • This type of tunnel is not suitable for traffic tunnels.
  • The construction process of these types of tunnels are very difficult.

5. Horseshoe Shaped Tunnels

A horseshoe-shaped tunnel is a combined shape of arches and circular tunnel. These types of tunnel shapes are quite popular.

6. Elliptical Shaped Tunnels

For carrying water, elliptical-shaped tunnels are appropriate. These are suitable for softer materials. For better resistance to external pressure, the major axis of these tunnels is maintained vertically.  

Elliptical Shaped Tunnels

7. Segmental

Segmental tunnels are suitable for traffic tunnels. It is a section with an arched roof and straight sides. These are generally used for subway or navigation tunnels.

Segmental tunnel shape

Advantages:

  • It is the most suited in rock tunnels.
  • It is suitable to resist external load due to its arch-shaped roof.
  • It has a flat floor which is helpful for driving and moving any equipment.

Read Also: 

Types of Tunnels

Necessity of Tunnels

Methods of Ventilation in Tunnels

20 Types of Classification of Tunnels

20 Types of Classification of Tunnels

Tunnels are generally classified on the basis of their purposes, types of material, and according to their position:  

Types of Classification of Tunnels

A. Classification Based on The Purpose

Based on purpose tunnels are classified as:

a. Traffic Tunnels

Traffic tunnels are of the following types:

  • Highway tunnels
  • Railway tunnels
  • Navigation Tunnels
  • Pedestrian tunnels
  • Subway tunnels

b. Conveyance Tunnels

Conveyance tunnels are of the following types:

  • Water supply tunnels
  • Hydroelectric power tunnels
  • Sewer tunnels
  • Tunnels for intake and conduit of public utilities
  • Transporting tunnels in industrial plant

B. Classification Based on Type of Material

Based on the type of material through which they pass, tunnels are classified as:

  • Tunnels in hard rock
  • Tunnels in soft rock
  • Tunnels in loose sand
  • Tunnels in quicksand
  • Open-cut tunnels
  • Tunnels in the river bed

C. Classification based on position or alignment

Based on position or alignment, tunnels are classified as:

  • Spiral tunnels
  • Saddle and base tunnels
  • Off-spur tunnels
  • Slope tunnels

Read Also:

 Necessity of Tunnels

 Methods of Ventilation in Tunnels

 Shapes of Tunnels

 Requirements of Good Ventilation System in Tunnels

8 Necessity of Tunnels

Necessity of Tunnels

The necessity of tunnels are as follows:  

Necessity of Tunnels

1. Tunnels are necessary, to avoid the long road and railway track construction along the surface of the hill to reach out the other side of the hill.

2. Tunnels are constructed for connecting the two terminal stations, which separated by a mountain.

3. To avoid more depth of open-cut to reach the other side of a mountain. It will be hard to build and maintain if the required depth of the open-cut exceeds 20 m.

4. To protect the road or railway from blockage at high altitudes due to landslides or snowfall.

5. To provide traffic safety from the climatic disaster at high altitude.

6. To save time, so they can use that time for another purpose.

7. To provide a fast and continuous transportation system in large towns, and to avoid holding traffic for a long time due to traffic congestion.

8. To avoid the use of valuable land and property for a road or railway project.

Read Also:

Method of Ventilation in Tunnels

Shapes of Tunnels

Types of Tunnels

Types of Hill Roads