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A clay stratum is 4.5 m thick and rests on a rock surface. The coefficient of consolidation of a sample of this clay was found to be 4.5 × 10-8 m2/s in the laboratory. Verify probable period of time needed for the clay stratum to undergo 50% of the ultimate settlement expected under a certain increment of pressure.
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Landing Systems: There are two basic types of landing, viz : (a) visual landing, when the weather conditions are favourable, and (b) instrumented landing, when the weat
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