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In a hydrometer analysis, 0.5 N of soil was mixed in water to form one litre of uniform suspen- sion. The corrected hydrometer reading after a lapse of 60 min. from the start of sedimentation was 1.010, and the corresponding effective depth was 10.8 cm. The grain specific gravity was 2.72. Assuming the viscosity of water as 0.001 N-sec/m2 and the unit weight of water as 9.8 kN/m3, determine the co-ordinates of the corresponding point on the grain-size distribution curve.
give the two aspects of honesty& explain
what is the cause of scale and sludge formation and its diadvantages
If the resultant forces are resolved in the three co-ordinate directions and divided by the area of the face of the cube we have the general state of 3-dimensional stress as shown.
Q. Show Suspended Impurities in water? The solid particles which are dispersed in water are referred as suspended Impurities. These are microscopic as under-
Enlongations in solids based on elastic constants
What relationship between Atterberg limits and cohesion
One pump lifts storm water from a storage tunnel wet well a constant vertical distance of 150 ft. The equivalent length Le of the 14 in diameter piping is 1,000 ft. Pressure drop d
beam
I am a civil engineer and interested to teach.Is there any vacancy?
Q. Pumping at joints in concrete carriageway? Pumping at joints in concrete carriageway takes place in the presence of the below factors: (i) Fine-grained subgrade (ii)
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