State the laws governing compaction of cohesion less soils, Civil Engineering

Assignment Help:

a) What are the laws governing compaction of

(i) cohesion less soils like sand and

(ii) moderately cohesive soils like sandy clay ?

b) To what compaction pressure does the Standard Proctor Test correspond? Show how the standard proctor test can be modified to suit the compacting machinery actually used at site for the efficient compaction of embankment.

 


Related Discussions:- State the laws governing compaction of cohesion less soils

Flooring, construction detail of all types of flooring

construction detail of all types of flooring

Bending moment , The internal forces in any cross-section of a symmetric me...

The internal forces in any cross-section of a symmetric member in pure bending are equivalent toa couple M The moment of the couple is referred to as the bending moment in the s

Radial contour, how to calculate distance for radial contour

how to calculate distance for radial contour

Determine about the long-term deflections, Determine about the long-term de...

Determine about the long-term deflections For long-term deflections, the total long-term deflection due to the prestressing force, dead load and any sustained imposed load may

Write short note on surplus store, Q. Write short note on Surplus Store? ...

Q. Write short note on Surplus Store? Comprise stores which are surplus to requirements and include materials released from renewals and replacements as well as from dismantled

Determine the limit states of collapse, Determine the Limit States of Colla...

Determine the Limit States of Collapse Those limit states which point out the failure or collapse of a structure based on certain critical conditions are known as limit states

Design the drainage pipes system in reclamation areas, Q. Design the Draina...

Q. Design the Drainage pipes system in reclamation areas? In reclamation areas drainage pipes are generally laid at flatter gradients when compared with upstream stormwater pip

Determine the probable period of time, A clay stratum is 4.5 m thick and re...

A clay stratum is 4.5 m thick and rests on a rock surface. The coefficient of consolidation of a sample of this clay was found to be 4.5 × 10-8 m 2 /s in the laboratory. Verify pro

TIMBER PILE, ADVANTAGE AND DISADVANTAGE OF TIMBER PILE

ADVANTAGE AND DISADVANTAGE OF TIMBER PILE

Raised check rails for obtuse crossing, Raised Check Rails for obtuse cross...

Raised Check Rails for obtuse crossing In order to provide guided path way in throat portion of 1 in 8 1/2 BG obtuse diamond crossing, the check rails are raised by welding of

Write Your Message!

Captcha
Free Assignment Quote

Assured A++ Grade

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!

All rights reserved! Copyrights ©2019-2020 ExpertsMind IT Educational Pvt Ltd