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Which IS code gives details regarding acid-resistant bricks?
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Secondary consolidation may not constitute a substantial percentage of total settlement for __________
IS 712-1984 gives specifications for gypsum plaster boards.
For a soil at a given void ratio, the coefficient of compressibility _____________
The three dimensional consolidation involves _____________
The theory of the primary design of sand drains based upon the extension of Terzaghi’s basic work was largely developed by ___________
In 1935, solved the differential equation of consolidation by radial flow to a well.
______________ also worked independently on the problem of sand drains and published his results in 1942.
In three dimension consolidation equation soil is assumed to be ______________
In three dimension consolidation equation soil is assumed to be ____________
In three dimension consolidation equation, the pressure increment is ____________