Bundle: Principles Of Geotechnical Engineering, Loose-leaf Version, 9th + Mindtap Engineering, 1 Term (6 Months) Printed Access Card
9th Edition
ISBN: 9781337583848
Author: Braja M. Das, Khaled Sobhan
Publisher: Cengage Learning
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Chapter 14, Problem 14.6P
To determine
Find the passive force
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H.W. 2: What is the total active force/unit width of wall and what is the location of the
resultant for the system shown in Fig.? Use the Coulomb equations and take a smooth
wall so S=0°
7.0 m
9-100APX
= 37
-16.5 EN³
=V
7-19.25
Sol L
Sall 1
T
30.3 kPa
107.3 KN
131 EN
$2.5
183.8
R=40.5LN
EN
LOMI
17.3 18
3m
R=1.2m
4m
R=1.2m
Find the length of given figure above
All dimensions Are c/c
Wall thickness=0.4m
Solve by Centerline method and Long wall- Short wall Method
arjumo
Но
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Chapter 14 Solutions
Bundle: Principles Of Geotechnical Engineering, Loose-leaf Version, 9th + Mindtap Engineering, 1 Term (6 Months) Printed Access Card
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- Investigate the resistance of the wall, whose dimensions and floor properties are given in the figure, against overturning and sliding, based on the 1.5 safety factor. Note1: Evaluate as Pp-0. Note2: Take the kive k coefficients as 2/3. |g=150 kN/m² c=0, 0-30° Vosted 24 kN/m³ X=18 kN/m³ 6 1m 1m 0.5m 3marrow_forwardGive me right solutionarrow_forwardWhich of the two walls in Figure below gives the larger horizontal force? (Show calculations.)arrow_forward
- Home work B 8 mm y 1.28 m/s A B μ= 0.05 From the figure, find the velocity rate and shear stress at the wall surface and at distance 20, 40, 60 mm from the wall surface. At: A: the velocity profile liner. B: the velocity profile is given as equation : V(y) = Vo-200 (B − y)² Where: V, is maximum velocity, B is the depth of fluid.arrow_forwardRefer to Figure 12.13a. Given H = 4 m, α = 0, β = 85º, γ = 17 kN/m3, c' = 0, Φ' = 36º, ẟ'/Φ' = 0.5, and q = 30 kN/m2. Determine the Coulomb’s active force per unit length of the wall.arrow_forwardPLEASE PROVIDE COMPLETE SOLUTION THANKSarrow_forward
- Q.2 The thin-walled section is shown in figure has uniform wall thickness of 0.5 in. Assume a = 1 in, b = 3 in, h = 8 in. if it is subjected to vertical downward shear force, V = 1200 lb. a) Draw the shear flow diagram for the cross section. b) Compute the distance e from the center line of the wall to the shear center S.arrow_forwardRefer to Figure 12.10. Given: H = 7 m, γ = 18 kN/m3, Φ' = 25º, c' = 12 kN/m2, and α = 10º. Calculate the Rankine active force per unit length of the wall after the occurrence of the tensile crack.arrow_forwardGive me right solution according to the questionarrow_forward
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