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A clay stratum of 18 metres thickness was found above a sand stratum when a boring was made. The clay was consolidated under the present overburden pressure. The hydrostatic pressure at top of the clay stratum was found to be 54 kN/m2. Due to pumping of water from the sand stratum, the pressure in the pore water below the clay layer was decreased permanently by 54 kN/m2. If the void ratios of clay before and after pumping were 0.93 and 0.90, respectively, measure the ultimate settlement because of pumping.
Soil pressure enhances with depth due to the overburden or self-weight of the soil and because of loads imposed upon the soil. For example, the pressure variation below the dept
The wet weight of a sample is missing in a Proctor test. The oven-dry weight of this sample is 189 N. The volume of the mould used is 1000 cm 3 . If the degree of saturation of
if the slump of concrete drops how to rectify
Q For a curve of 50, apex angle of 900 and transition length of 60m, calculate the parameters for setting out curve by a Theodolite for TTP, mid point of transition, CTP and a p
explain
view particle size grading curve
Question For fixing of silt curtains, what is the reason that it does not desirable to design the curtain to touch the seabed ? Answer Silt finished are resistant ve
Determine the ultimate bearing capacity of a square footing, 1 m × 1 m, resting on saturated clay of unconfined compression strength of 180 kN/m 3 and a bulk density of 18 kN/m 3
1(a)Explain the difference between a concurrent and a non concurrent force system . (b)If a non coplanar force system is acted upon by equal and opposite forces,it must be in equil
Surface runoff travelling over ground surface to reach receiving water involves the following events: i) Rainfall intensity exceeds soil's infiltration rate; ii) Excess water
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