Geotechnical For the figure shown.-3К, 3 1.0 х 10 ст/s'A-3К, 3 1.5 х 10 cm/s%3D-3K = 2.0 x 10 cm/s-3= 2.5 x 10 cm/s-3= 3.0 x 10 cm/sKE%3D-3K- = 3.5 x 10 cm/s-3K = 4.0 x 10 cm/sCompute the following1. The pore water pressure at 1 (|KPa)2. The total energy head at 3 (cm)3. The pressure head at 5 (cm) 12 cm15 cm18 cm3 cm.p 5 3cm3C.. A3cmE3cmOatum line20°20 cm15 cmtocm IG cm.20 cm

Ps (pore water pressure) = PH(pressure head) * γw

Answered: 1. The pore water pressure at 1( 2. The…

Engineering

Civil Engineering

1. The pore water pressure at 1( 2. The total energy head at 3 ( 3. The pressure head at 5 (

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

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Geotechnical

For the figure shown.
-3
К, 3 1.0 х 10 ст/s
'A
-3
К, 3 1.5 х 10 cm/s
%3D
-3
K = 2.0 x 10 cm/s
-3
= 2.5 x 10 cm/s
-3
= 3.0 x 10 cm/s
KE
%3D
-3
K- = 3.5 x 10 cm/s
-3
K = 4.0 x 10 cm/s
Compute the following
1. The pore water pressure at 1 (|
KPa)
2. The total energy head at 3 (
cm)
3. The pressure head at 5 (
cm)

12 cm
15 cm
18 cm
3 cm
.p 5 3cm
3
C
.. A
3cm
E
3cm
Oatum line
20°
20 cm
15 cm
tocm IG cm.
20 cm

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