Rolling - binder, Civil Engineering

Rolling - Binder:

The layer thickness is 40-50 mm. Rolling is done in three stages :

Initial Rolling

By 80-100 kN smooth wheeled roller.

Intermediate Rolling

By 80-100 kN vibratory roller or by pneumatic tyred roller.

Final Rolling

60-80 kN tandem roller.

Rolling is done till the laboratory density is achieved.

Posted Date: 1/22/2013 4:51:12 AM | Location : United States







Related Discussions:- Rolling - binder, Assignment Help, Ask Question on Rolling - binder, Get Answer, Expert's Help, Rolling - binder Discussions

Write discussion on Rolling - binder
Your posts are moderated
Related Questions
State the Modulus of Elasticity of Concrete The Young's modulus of elasticity of concrete is primarily influenced by the elastic properties of the aggregate and to a lesser ex

What role does modulus of elasticity play in the pavement layer arrangement

What is reciprocal ranging


how does battening differ from lacing?

Soil Classification: Based on particle size, the soils can be classified as under, adopting the IS soil classification system: 0.002   0.075   0.425   2.36     4.75

Q. Differences between pipe jacking and micro-tunnelling? Pipe jacking is a general scheme of installation of pipes with a tunnelling shield in front and the pipes are jacked f

Sealing moving cracks and non-moving cracks In developing a suitable method to seal up cracks detected on concrete surface, it's of paramount importance to conclude if further

Explain the Components of a rebound Hammer? Several components of a rebound hammer are displayed in below Figure. 1. Concrete surface; 2. Impact spring; 3. Rider on gui

In a hydrometer analysis, the corrected hydrometer reading in a 1000 ml uniform soil suspension at the start of sedimentation was 28. After a lapse of 30 minutes, the corrected hyd