s proposed to build a 8 story building with a footprint of 15 m x 20 m, resting on a mat foundation of the same dimensions, in a saturated clay where cu=50 kN/m2, Unit weight=19.0 kN/m3. Assume approximately 15 kN/m2 per floor for the live and dead loads. a. At what depth would you place the mat to make this a fully compensated foundation? b. What should be the factor of safety if the mat is placed at 3.0 m depth?
s proposed to build a 8 story building with a footprint of 15 m x 20 m, resting on a mat foundation of the same dimensions, in a saturated clay where cu=50 kN/m2, Unit weight=19.0 kN/m3. Assume approximately 15 kN/m2 per floor for the live and dead loads. a. At what depth would you place the mat to make this a fully compensated foundation? b. What should be the factor of safety if the mat is placed at 3.0 m depth?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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It is proposed to build a 8 story building with a footprint
of 15 m x 20 m, resting on a mat foundation of the same
dimensions, in a saturated clay where cu=50 kN/m2, Unit weight=19.0 kN/m3. Assume approximately 15 kN/m2 per floor
for the live and dead loads.
a. At what depth would you place the mat to make this a
fully compensated foundation?
b. What should be the factor of safety if the mat is placed at
3.0 m depth?
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