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Question
Will it worthwhile to take out tests on particle density of soil particles for geotechnical design?
Answer
Particle density of soils is definite by ratio of soil particle mass and soil element volume. Depending on soil category, range of variation of soil particle thickness varies not drastically as in by percent. So, it might not be useful to order laboratory tests and incur additional expenditure just to decide particles density by recognizing that variation of particles density is not significant.
A loading test was conducted with a 300 mm square plate at depth of 1 m under the ground surface in pure clay deposit. The water table is situated at a depth of 4 m below the groun
#Determine the smallest value of P and corresponding angle to the inclined plane which is inclined by 30 degree to horizontal to just start the block moving up the inclined plane.
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An activated sludge tank treats 1 MGD from the primary clarify and has an X of 2200 ppm SS. The water euent is 0.9 MGD. 1.0 MGD of the sludge is recycled back into the tank and has
Calculate the Actual Water Cement Ratio A jobsite delivery ticket is shown below for a grout mix. The actual w/c ratio is most nearly: Solution: Note, althou
pentavalent will be added impurity
convert to include bearing 76
Why IRC 37-2012 has taken 90th percentile for pavement design of expressway or NH while they hav taken 80th percentile for state highway design ????????
Example : Line AB was drawn with a magnetic bearing of 136° 45′ while the magnetic declination was 2° 30′ east In an old map. If magnetic declination is 3° 30′ west to what m
three points problem
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