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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.
A strip load of considerable length and 1.5 m width transmits a pressure of 150 kN/m 2 to the underlying soil. Verify the maximum principal stress at 0.75 m depth below the footin
In bridge widening projects, means of stitching is normally employed for connecting existing deck to a new deck. What are the problems that occur connected with this process in ter
Maintenance of Water Bound Macadam Roads:
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A group of 16 piles of 50 cm diameter is arranged with a centre to centre spacing of 1.0 m. The piles are 9 m long and are embedded in soft clay with cohesion 30 kN/m 2 . Bearing r
Could someone please help me understand the basics of bridge designing
Rock reinforcement - how it works? For rocks with widespread fractures, individual blocks resulting from these fractures can fall out and as a result slope failure can take pl
what are its basics?
Question Is it true that stainless steel really stainless in construction purpose ? Answer Stainless steel refers to alloy steels with more than 10.5 percent of chrom
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