Estimate the earth pressure acting on excavation supports

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Estimate the earth pressure acting on excavation supports for a trench constructed in sand with a unit weight of 110 lbs/ft3, a cohesion of 0 lbs/ft2 and a friction angle of 34°.

The excavation is 40 feet deep. The water table is 100 feet below ground surface. Provide your results as function of depth.

2303_figure.jpg

Figure 10.15 Apparent earth pressure on excavation supports. (Reprinted, by permission, from Terzaghi, K. and Peck, R.B., Soil Mechanics in Engineering Practice, New York, Wiley, 1967.)

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In many construction jobs deep excavations must be made before the structure can be built. When excavations have the potential to endanger lives or adjacent properties, bracing to support the soil must be designed.Temporary slope protection should be provided to prevent sloughing of soil materials into the excavation, such as coating or other impervious material applied to the slope.After the excavation is completed, concrete placement follows using tremie concrete method, from bottom to the top of excavation.

Reference no: EM132243657

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