[Problem MQ-K] The natural soil obtained from a borrow pit exhibits a bulk unit weight of 18.1 kN/m3 and a moisture content of 11.2%. This mechanically extracted soil will be used for creating a trapezoidal subbase with dimensions: 115 m upper base, 175 m lower base, 750 mm thickness, and 2125 m length. The soil is loaded into trucks, each with a capacity of 5.50 m³, resulting in a total load weight of 68.5 kN when fully loaded. Water is then added on-site, increasing the moisture content to 17.3%. Subsequently, the soil is compacted to achieve a dry unit weight of 16.9 kN/m³. What would be the volume of the pit in the borrow area? A479878.30 m³ (B) 506202.56 m m³ 239939.15 m³ 253101.28 m3

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Calculation of Settlement

The vertical displacement of the structural foundation due to the loading from the superstructure is known as settlement. It is due to the reduction of air voids present in the soil. The amount of vertical displacement depends on the bearing capacity of the soil on which the foundation is laid. The effect of the settlement depends on the magnitude of settlement, uniformity, and the structural design of the structure. The maximum allowable settlement for residential and office buildings should be less than 18 mm, for industrial buildings, it is 38 mm and for commercial buildings, it is 25 mm.