q= 21,358 kN/m² H1= 1,871 m B Yn= 18,557 kN/m³ H2=1 m Yn= 19,557 kN/m³ H3= 5,871 m Yn= 20,557 kN/m³ D
q= 21,358 kN/m² H1= 1,871 m B Yn= 18,557 kN/m³ H2=1 m Yn= 19,557 kN/m³ H3= 5,871 m Yn= 20,557 kN/m³ D
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Calculate the total pore water and effective vertical stress distribution along the given depth according to the information given in the figure and draw their graphs with a ruler.
Note: Show 3 digits after the comma.
Expert Solution
Step 1 SOLUTION
Pore water pressure :- It is the pressure generated around the soil particles due to the presence of water table. Its magnitude is same in all directions
Effective stress :-Compressibility and the strength of the soil depend on the stresses . These stresses are called effective stresses.
The total vertical stress acting at a point below the ground surface due to its all weight is known as effective stress
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