Cutbacks and emulsions, Civil Engineering

Cutbacks And Emulsions:

Cutbacks

A cutback is a bitumen whose viscosity has been reduced by adding a diluent such as naphtha or kerosene. The use of cut-back is not favoured as the diluents may find their way to water bodies and cause environmental problems.

Posted Date: 1/22/2013 3:12:23 AM | Location : United States







Related Discussions:- Cutbacks and emulsions, Assignment Help, Ask Question on Cutbacks and emulsions, Get Answer, Expert's Help, Cutbacks and emulsions Discussions

Write discussion on Cutbacks and emulsions
Your posts are moderated
Related Questions
Q. Write short note on Stock Verification? It is desirable that there should be a frequent reconciliation of the balances as shown in the numerical ledgers kept by the subordin

Normal approximation to compute the probability: A lot contains 100 articles of which 10 are defective. The lot is rejected if a random sample of 10 articles drawn from the lo


A load of 3000 kN is being taken by a square column footing. Side of the column is 3 m, footing rests on a silty soil with a Poisson's ratio = 0.3. Modulus of elasticity of the soi

Maximum shear stress - state of stress: Consider the state of stress. (a) According to principal stress theory the equivalent stress for this case is simply σ 1 , i.e. 300

How to do deflection calculations Basic values of span to effective depth ratios for spans upto 10m may be taken as 7, 20 and 26 for cantilever, simply supported and continuous

Question Give genuine reason that why are steel tubular marine piles often driven open-ended? Answer In marine structure where piles are constantly topic to major la

Particle Size Distribution (Gradation): The particle size distribution is determined by passing the aggregates through a set of standard IS sieves (Figure) and determining th

State the term - constant eccentricity A pre-stressed concrete beam has a width of 300 mm and an overall depth of 450 mm. The permissible stresses in tension and compression du

Non-distortional Prestressing Concrete members deflect due to their own self weight. If prestressing force is applied in such a way that these deflections are eliminated due to