Already have an account? Get multiple benefits of using own account!
Login in your account..!
Remember me
Don't have an account? Create your account in less than a minutes,
Forgot password? how can I recover my password now!
Enter right registered email to receive password!
Examples of Stabilised pavement layers:
Examples
(b) Chemical stabilisation by addition of additives like lime, cement, lime and flyash, bituminous materials, etc.
Lime stabilisation is suited for clayey soil, the lime reacting with the minerals and developing cementitious gels. The quantity of lime varies from 2 to 10 percent by weight.
Cement stabilisation is suited for silty and sandy soils. The cement content varies from 3-15 per cent by weight.
Lime-flyash stabilisation is based on the fact that lime reacts with silica in the flyash and produces cementitious gels.
Bituminous materials are used for stabilizing fine sand. Sand-bitumen has been tried successfully on desert roads in India.
Generally, stabilised soils are used for improving the sub-grade and for sub-bases. Soil stabilised layers are also used as a base course for low-volume rural roads.
A contractor has selected a W14x74 simply supported beam for a high rise construction project. The span length for the provided beam is set at 30 feet. The maximum factored appli
range of an inclined plane
the two side are 17 cm and 28 cm long. and the lenght of the drawn to the third side is equal to 19.5cm. find tghe distance from an endpoint of this medianto the longest s8ide
painting wood work
The loading period for a building extended from Feb., 1957 to Feb., 1959. In Feb., 1962, the average measured settlement was found to be 117 mm. The ultimate settlement was expecte
Is there any application by using the third law of thermodynamics. A Actual application without explained the calculation
Define the Marine Growth - Underwater inspection of bridges? Bridges on many inland waterways are relatively clean and free of marine growth. However, there is likelihood of ma
what are defects in timber occur due to natural causes?
What is Initial Prestress From the transfer stage, tensile stresses in tendons apply compressive stresses in concrete. The initial value of these stresses (in tendons or in co
solution of point of contraflexure
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!
whatsapp: +91-977-207-8620
Phone: +91-977-207-8620
Email: [email protected]
All rights reserved! Copyrights ©2019-2020 ExpertsMind IT Educational Pvt Ltd