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 clay stratum of 18 metres thickness was found above a sand stratum when a boring was made. The clay was consolidated under the present overburden pressure. The hydrostatic pressu
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
Concrete structural members tensile stresses In concrete structural members tensile stresses act in a longitudinal direction. This is why, stretched tendons (hereafter, called
Q. Shoes of prefabricated drains? Shoes are generally installed in prefabricated drains for the below : (i) It avoids the entry of soils in the mandrel by sealing it at the
Explain couple. What are the characteristics of a couple?
design a 3-meter cantilever slab to carry a uniform total dead load of 8.2KN/m^2 and a concentrated live load at the free end of 30 KN/m. f''c=28Mpa fy=420Mpa.
shrinkage factor in plans
Q. Explain Condition Rating Number? 1. A Condition which warrants rebuilding / re-habilitation immediately. 2. A Condition which requires rebuilding / re-habilitation on pro
#How to find the sieve analysis of 20mm aggregate?
perfect truss
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