4) A rectangular footing of B=22/8 and L=22/4 rests at the depth of 2 m below the ground level. The stress induced by the footing is 40 kPa. The unit weight of the soil is 18kN/m3 and the groundwater table is at a great depth. A pipeline is to be constructed under the footing. In order to design the strength of the pipeline, calculate the stress increase on the pipeline by using Boussinesq's Method in the case: a) Pipeline at 5 m below the centerline of the footing b) Pipeline at 5 m below the corner of the footing
4) A rectangular footing of B=22/8 and L=22/4 rests at the depth of 2 m below the ground level. The stress induced by the footing is 40 kPa. The unit weight of the soil is 18kN/m3 and the groundwater table is at a great depth. A pipeline is to be constructed under the footing. In order to design the strength of the pipeline, calculate the stress increase on the pipeline by using Boussinesq's Method in the case: a) Pipeline at 5 m below the centerline of the footing b) Pipeline at 5 m below the corner of the footing
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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