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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.
Q. Describe Principles of river protection works? Determination of design discharge for a bridge is sometimes required to be based on flood marks left during unprecedented abno
#how to measure elongation of aggregate
Q. Computation of Settlement? The settlement in any soil mass under an applied stress is given by s = s i + s c + s s where, S = total settlement, S i = imm
Aplease provide tables for each design mix and also the, high early strengh.l thanks
Determine the Characteristic Load for structure The Load, which has 95 percent probability of not being exceeded during the life of a structure, is considered as characteristic
Extreme fiber stresses at the mid span section of the beam A pre-stressed concrete beam, of cross section 300 mm x 500 mm and 8 m span, is pre-stressed with a parabolic tend
explain in a simple way
Question For classic pile bents in marine piers, how can vertical loads related to horizontal capability of pile bents? Answer At first consider a pile bent with a top
Explain the Hydraulic Gradient A measurement of the movement of water over distances. Change in hydraulic head from one monitoring point to another. i = ΔH/L units are typ
Q. There is a railway colony of 500 house holds source of water is from a tube well 800 m away. The colony is 10 m higher then the ground at source. Tube well is 60 meters deep. De
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