Bundle: Principles Of Geotechnical Engineering, Loose-leaf Version, 9th + Mindtap Engineering, 2 Terms (12 Months) Printed Access Card
9th Edition
ISBN: 9781337583817
Author: Braja M. Das, Khaled Sobhan
Publisher: Cengage Learning
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Chapter 7, Problem 7.6P
(a)
To determine
Find the hydraulic conductivity k.
(b)
To determine
Find the seepage velocity.
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Q1: The part in adjacent figure has 2mm thickness is to produce in blanking process from
aluminum sheet has shear strength
1. Sketch the required blanking
2. Main cutting force.
3.
equal to 400 MPa. Determine:
die.
Sequence of shearing operations.
اكد من
Dimensions (mm)
2: A (4m*8m) rectangular flexible
foundation is placed above the ground surface for
two layers of clay, for each layer 12m thick, The modulus
of Elasticity (Eu) of the upper layer is 15 MN/m² and that
of the lower is 25 MN/m². The Poisson ratio is (M = 0.35
35)
for the two layers and the Column load is 90 KN. Determine
the immediate settlement at the Corner of the foundation
using Elastic theory method?
11: A
Square foundation is required to Carry a total
load of 660 KN in cohesionless soil. The water table
locates at the base of foundation. Determine the width
of the foundation? (Use Terzaghi equation).
Note:
Jd=18 kN/m²
3
Depth of foundation = 1.2 m
Factor of Safety = 3
0° = 25
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8 sat
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3
= 20 KN/m³
3
Ow = 10 kN/m²
Assume the allowable bearing Capacity is equal to
the actual bearing Capacity (I actual).
Chapter 7 Solutions
Bundle: Principles Of Geotechnical Engineering, Loose-leaf Version, 9th + Mindtap Engineering, 2 Terms (12 Months) Printed Access Card
Ch. 7 - Prob. 7.1PCh. 7 - Prob. 7.2PCh. 7 - Prob. 7.3PCh. 7 - Prob. 7.4PCh. 7 - Prob. 7.5PCh. 7 - Prob. 7.6PCh. 7 - Prob. 7.7PCh. 7 - Prob. 7.8PCh. 7 - Prob. 7.9PCh. 7 - Prob. 7.10P
Ch. 7 - Prob. 7.11PCh. 7 - Prob. 7.12PCh. 7 - Prob. 7.13PCh. 7 - Prob. 7.14PCh. 7 - Prob. 7.15PCh. 7 - Prob. 7.16PCh. 7 - Prob. 7.17PCh. 7 - Prob. 7.18PCh. 7 - Prob. 7.19PCh. 7 - Prob. 7.20PCh. 7 - Prob. 7.21PCh. 7 - Refer to Figure 7.24. The following data were...Ch. 7 - Prob. 7.23PCh. 7 - Prob. 7.1CTP
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