Note: Swelling Pressure = 4xx kN/m2 where xx is the last number from student ID. Example for ID 118934, xx is 34 thus, Swelling Pressure = 434 kN/m2 and Q1. An expansive soil profile has an active zone thickness of 6.0 m. A shallow foundation is to be constructed 1.5 m below the ground surface. A swelling pressure test provided the following data: Depth below ground surface m Swell under foundation, Sw 1.5 4 2.5 3 3.5 1.5 4.5 0.8 5.5 a. Estimate the total possible swell under the foundation. b. If the allowable total swell is 20 mm, what would be the necessary undercut?
Note: Swelling Pressure = 4xx kN/m2 where xx is the last number from student ID. Example for ID 118934, xx is 34 thus, Swelling Pressure = 434 kN/m2 and Q1. An expansive soil profile has an active zone thickness of 6.0 m. A shallow foundation is to be constructed 1.5 m below the ground surface. A swelling pressure test provided the following data: Depth below ground surface m Swell under foundation, Sw 1.5 4 2.5 3 3.5 1.5 4.5 0.8 5.5 a. Estimate the total possible swell under the foundation. b. If the allowable total swell is 20 mm, what would be the necessary undercut?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Note: Swelling Pressure = 4xx kN/m2 where xx is the last
number from student ID. Example for ID 118934, xx is 34
thus, Swelling Pressure = 434 kN/m2 and
Q1. An expansive soil profile has an active zone thickness of
6.0 m. A shallow foundation is to be constructed 1.5 m
below the ground surface. A swelling pressure test provided
the following data:
Depth below ground surface m Swell under foundation, Sw
1.5
4
2.5
3
3.5
1.5
4.5
0.8
5.5
a. Estimate the total possible swell under the foundation.
b. If the allowable total swell is 20 mm, what would be the
necessary undercut?
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