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A 2 m wide strip footing is to be constructed in a sandy stratum of 2 m thick. The depth of the footing is 1 m below ground surface. The sand layer is underlain by lm thick clay stratum. The clay overlies a bed of dense sand. The water table is upto the top of clay stratum. The submerged unit weight of clay is 8 kN/m3 and bulk unit weight of clay is 20 kWm3. The footing is expected to carry a load intensity of 230 kN/m2. Compute the ultimate settlement. Assume void ratio at 44 kN/m2 = 1.96 and at 195 kNlm2 as 1.01.
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DOCKS: Types of Docks Docks are artificial enclosures for the reception of ships. Three types of docks are found : (a) Harbour Docks, or Wet Docks, which ar
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Most of the existing rubber dams are of air-filled types. Water-filled rubber dams aren't preferred for the below reasons: (i) By giving same sheet length and dam height, tensi
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Define the Combustion of Solid Waste? A chemical reaction in which the elements in fuel oxidize in presence of excess oxygen C → CO 2 , H → H 2 O, S → SO x , N → NO x
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Q. What are basic types of elastomeric bearings? Three basic types of elastomeric bearings are used. 1. Plain elastomeric pads 2. Steel reinforced elastomeric pads 3.
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