Figure B: Stress diagram Total Stress (o) Pore Water Pressure (u) Effective Stress (o') 26.2 kPa 26.2 kPa -2.0 m 71.2 kPa 25 kPa i) ?? kPa -4-5 m -9.0 m i) ?? kPa 70 kPa 90.3 kPa Figure B Stress diagram By referring to the figure B, calculate the pore water pressure at depth 2m below the ground surface if the is a surcharge of 50 kPa at the ground surface. 50 kPa 0 kPa 10 kPa 100kPa
Figure B: Stress diagram Total Stress (o) Pore Water Pressure (u) Effective Stress (o') 26.2 kPa 26.2 kPa -2.0 m 71.2 kPa 25 kPa i) ?? kPa -4-5 m -9.0 m i) ?? kPa 70 kPa 90.3 kPa Figure B Stress diagram By referring to the figure B, calculate the pore water pressure at depth 2m below the ground surface if the is a surcharge of 50 kPa at the ground surface. 50 kPa 0 kPa 10 kPa 100kPa
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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