6-0 Water > Sand -22 h₁ h₂ A: 0⁰⁰⁰ 8 J 0⁰⁰
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The soil has a void ratio of 0.4 and G=2.75. h1=1.5m and h2=3m.
Determine the effective unit weight of the sand in kN/cum.
Determine the effective stress at pt. A in kPa.
Determine the hydraulic gradient of sand for quick condition.
Please answer this asap. For upvote. Thank you very much
Transcribed Image Text:6-0
Water >
Sand
-22
h₁
h₂
A:
0⁰⁰⁰
8
J
0⁰⁰
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