INSTRUCTIONS: Create a spreadsheet to compute the induced normal stresses, Ay, Ay, Ay, of any arbitrary point due a point load at the ground surface using Boussinesq's Approach. A copy of the program must be submitted to the professor after the activity to verify the results.
APPLICATION: A vertical point load P is to be applied to a level
ground surface. The underlying soul has the following
preconstruction characteristics
Groundwater Table: 1.68 meters
Unit weight above the ground water table: 19.10
kN/m2
Unit weight below the ground water table: 19.48
kN/m
The total horizontal stress, y at a point is 2.4 meters below the
ground surface and 0.90 meters east of the point load application
must not exceed 50 kPa. Compute the maximum allowable value of P
using the spreadsheet developed. Once the value of P is identified,
show the detailed solution showing the total horizontal stress did
not exceed the allowable stress; the value must not exceed but must
be close enough to maximize its value.
RESULTS : Maximum allowable load, P =
Total Horizontal Stress due to load
=
Ratio of the actual and
allowable stresses =
Actual vertical stress due to
geostatic stresses =
Actual vertical stress due to
induced stresses =
Actual total vertical stress
=
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