Example (6-3): For the site shown in Figure below (the same site as in Example 6-2), water table elevation was at -7 m originally, and lowered 6 m to -13 m due to heavy industrial water use. Calculate the change of the effective overburden stress at Point A. What is a consequence of the lowering water table elevation? -0 Soil 1, y, = 18.2 kN/m3 -4 -7 Soil 2, y 19.0 kN/m3 Lowered W.T. -13 Soil 3, y = 18.5 kN/m3 %3D -17 Soil 4, y = 19.2 kN/m3 -26 A z (m)

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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73
SOIL MECHANIC
Example (6-3): For the site shown in Figure below (the same site as in Example 6-2),
water table elevation was at -7 m originally, and lowered 6 m to -13 m due to heavy
industrial water use. Calculate the change of the effective overburden stress at Point A.
What is a consequence of the lowering water table elevation?
--
Soil 1, y = 18.2 kN/m3
-4
-7
Soil 2, y, = 19.0 kN/m3
Lowered W.T.
-13
Soil 3, y, = 18.5 kN/m3
-17
Soil 4, y, = 19.2 kN/m3
-26
A
z (m)
Transcribed Image Text:73 SOIL MECHANIC Example (6-3): For the site shown in Figure below (the same site as in Example 6-2), water table elevation was at -7 m originally, and lowered 6 m to -13 m due to heavy industrial water use. Calculate the change of the effective overburden stress at Point A. What is a consequence of the lowering water table elevation? -- Soil 1, y = 18.2 kN/m3 -4 -7 Soil 2, y, = 19.0 kN/m3 Lowered W.T. -13 Soil 3, y, = 18.5 kN/m3 -17 Soil 4, y, = 19.2 kN/m3 -26 A z (m)
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