Prob. 2) Find the depth of the borehole required for the site investigation in which a circular footing of 3 m diameter is constructed at a depth of 2 m below the ground surface; the foundation is subjected to a load of 1560 kN. Notes: 1. Water table (W.T) is located at 1.5 m below the ground surface (G.S.). 2. Bedrock layer is located at 22 m below G.S. 3. Dry and saturated unit weights of the soil is 17 and 19 kN/m', respectively. ES Scanned with CamScanner
Prob. 2) Find the depth of the borehole required for the site investigation in which a circular footing of 3 m diameter is constructed at a depth of 2 m below the ground surface; the foundation is subjected to a load of 1560 kN. Notes: 1. Water table (W.T) is located at 1.5 m below the ground surface (G.S.). 2. Bedrock layer is located at 22 m below G.S. 3. Dry and saturated unit weights of the soil is 17 and 19 kN/m', respectively. ES Scanned with CamScanner
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter10: Mat Foundations
Section: Chapter Questions
Problem 10.2P
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Question
![Prob. 2) Find the depth of the borehole required for the site investigation in which a
circular footing of 3 m diameter is constructed at a depth of 2 m below the ground surface;
the foundation is subjected to a load of 1560 kN.
Notes: 1. Water table (W.T ) is located at 1.5 m below the ground surface (G.S.).
2. Bedrock layer is located at 22 m below G.S.
3. Dry and saturated unit weights of the soil is 17 and 19 kN/m³, respectively.
CS Scanned with CamScanner](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb208362e-638a-4667-b98d-9032eddd4cb5%2F4db642b1-e8df-4f86-a3e9-4f307db59c2b%2Fbpyked5_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Prob. 2) Find the depth of the borehole required for the site investigation in which a
circular footing of 3 m diameter is constructed at a depth of 2 m below the ground surface;
the foundation is subjected to a load of 1560 kN.
Notes: 1. Water table (W.T ) is located at 1.5 m below the ground surface (G.S.).
2. Bedrock layer is located at 22 m below G.S.
3. Dry and saturated unit weights of the soil is 17 and 19 kN/m³, respectively.
CS Scanned with CamScanner
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