DAS (9e) Problem 10.6, add a question (c), what is the depth Df for a 50 percent compensated foundation. 10.6 It is proposed to build an 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 c, 50 kN/m², y= 19.0 kN/m. Assume approximately 15 kN/m2 per floor for the live and dead loads. At what denth would vou placc the mat to make this
DAS (9e) Problem 10.6, add a question (c), what is the depth Df for a 50 percent compensated foundation. 10.6 It is proposed to build an 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 c, 50 kN/m², y= 19.0 kN/m. Assume approximately 15 kN/m2 per floor for the live and dead loads. At what denth would vou placc the mat to make this
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter13: Retaining Walls
Section: Chapter Questions
Problem 13.2P
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![DAS (9e) Problem 10.6, add a question (c), what is
the depth Df for a 50 percent compensated
foundation.
10.6 It is proposed to build an 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 c, 50 kN/m²,
y= 19.0 kN/m. Assume approximately 15 kN/m 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?](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F67bbae85-2656-41c8-9cd3-b86305404416%2Fb9d1a6a3-2571-4811-89bb-31f92979eb2d%2Fcsvlh3s_processed.jpeg&w=3840&q=75)
Transcribed Image Text:DAS (9e) Problem 10.6, add a question (c), what is
the depth Df for a 50 percent compensated
foundation.
10.6 It is proposed to build an 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 c, 50 kN/m²,
y= 19.0 kN/m. Assume approximately 15 kN/m 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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