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The plastic limit and liquid limit of a soil are 33% and 45% respectively. The percentage volume change from the liquid limit to the dry state is 36% of the dry volume. Likewise, the percentage volume change from the plastic limit to the dry state is 24% of the dry volume. Verify the shrinkage limit and shrinkage ratio.
what is quick cement? its manufacture and uses? in which building it is used?
expressions for calculating corrections for earth curvature
Cost-Volume-Profit and Break Even Analysis: Cost-volume-profit analysis helps us to learn the behaviour of cost and profit in response to varying level of business activity. I
Retaining Walls: A wall used to retain some material on one or both sides of it can be termed as retaining wall. Commonly, it is used to retain soil at two different levels on
Question Would a concrete structure be entirely free of expansion joints and contraction ? Answer Consider that concrete structure is not subject to problem of disparity settlem
Seismic loading principles Ground motion Effects of ground motion are specified as one of the acceleration delineation spectrum or time history of acceleration variation m
Q. Define Shear slump and collapse slump in slump test? There are three kinds of slump which can take place in a slumps test, namely, true slump, shear slump and collapse slump
SIMPLE STRESSES AND STRAINS: The concepts of strain, stress, elastic modulus & the basic concepts in application to analysis of deformation and stresses in simple solids. Any
convert to include bearing 76
Types of beams
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