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Preliminary settlement analysis for a building indicated a settlement of 50 mm in 4 years and an ultimate settlement of 250 mm. The average pressure increment in the clay stratum was 30 kN/m2.
If the following variations occurred in the assumptions, verify the revised value of ultimate settlement and the settlements at the end of the loading period and that at 3 years after the completion of the building.
(i) The loading period was 2 years, which was not considered in the preliminary analysis.
(ii) Borings shown 25% more thickness for the clay layer than originally assumed.
(iii) The water table got lowered permanently during construction by 1.5 metres.
Retaining Walls: Needed to retain the fill portion, and generally constructed in dry stone masonry with pucca bunds (Figure). Figure: Typical Design for a Retaining
A footing, 2 m square, is founded at a depth of 1.5 m in a sand deposit, for which the corrected value of N is 27. The water table is at a depth of 2 m from the surface. Verify the
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An undisturbed sample of sand has a dry weight of 18.9 N and a volume of 1143 cm 3 . The solids have a specific gravity of 2.72. Laboratory tests indicate void ratios of 0.40 and 0
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Calculate the Benefit-Cost Ratio for Municipal Government Project With interest at 10%, the benefit-cost ratio for this municipal government project is most nearly: Initia
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