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
A rectangular area 4 m × 6 m carries a uniformly distributed load of 100 kN/m 2 at the ground surface. Estimate the vertical pressure at a depth of 6 m vertically below the centre

Define Compression - Actions in POT Bearings? Vertical load is carried through the piston of the bearing and it is resisted by the elastomeric pad. Elastomer is incompressible,

(a) Relate dissimilar formations of soils to the geological aspects. (b) Explain different types of texture and structure of soils. (c) Bring out the typical characteristics

Preliminary settlement analysis for a building indicated a settlement of 50 mm in 4 years and an  ultimate  settlement  of  250 mm.  The average pressure increment in the clay stra


..describe how u can obtain the length of an inacceble length of a land when a river cross it

Maintenance of Water Bound Macadam Roads: The maintenance of water bound macadam surface consists of : filling potholes, ruts with additional material and adequately c

Landslides induced by rainfall After rainfall, groundwater pressure is built up and this elevates ground water table. Water inside the pores of soil reducesthe effective stres

design acolumn spice for column sections SC 250 and SC 220 carrying a load of 500 KN

how does vectors apply mathamatical in civil engineering