Cork is a Eco-friendly natural material which is obtained from the bark of cork oak tress and the barks get peeled after every 9 to 14 years.
Shotcrete is the process of depositing the mortar on the prepared surface with high pressure applied pneumatically or by spraying.
Polymers is a large molecule composed of repeating structural units. There are two types of polymers namely Natural and Synthetic.
Gypsum is one of the important and extensively used as a building material which contains 79.1% of calcium sulphate and 20.9% water.
Activated Sludge process is the sewage treatment of production of an activated mass of micro-organism which stabilizes the waste aerobically.
The Lime is the product which is remained after removing the moisture and carbon-dioxide from the limestone by the process of calcination.
The Work Breakdown structure in Project management is a method in which large projects are divided into small steps to get things done faster and more efficiently.
Various types of dams are classified according to their purpose, material, hydraulic action and structural action.
A Science and art of collecting information about objects, area from long or short distance without doing any physical contact with them is called remote sensing.
Ventilation is defined as the process by which stale air inside an enclosure is replaced by fresh air from outside.
Weir is a crest wall constructed across a river to divert raise water of river into canal. Crest wall across a river raises the water.
Glass is an inorganic product of fusion of one or more oxides of silicon, boron, magnesium, calcium, sodium etc.
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Piezometer is a instrument which measures the pore water pressure in a soil medium. It can be installed within structure of dam.
Precipitation: The water in the form of a pond or lake or the groundwater is derived from the precipitation.
A trap is bent or depressed sanitary fitting which remains full of water. It is used prevent the passage of foul air or gases through it.
The principle of under-reamed pile foundations is the anchoring of the superstructure at a depth where the volume changes of soil are negligible.