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MindTap Engineering for Das/Sobhan's Principles of Geotechnical Engineering, SI Edition, 9th Edition, [Instant Access], 2 terms (12 months)
9th Edition
ISBN: 9781305971264
Author: Braja M. Das; Khaled Sobhan
Publisher: Cengage Learning US
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Chapter 17, Problem 17.2P
To determine
Find the area ratio for each case and determine the suitability for each sampler for the given soil characterization tests.
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Refer to the figure below. Determine the vertical stress increase Aσ at point A with the values q₁ = 90 kN/m, q2 = 410 kN/m, x₁ = 4m, x2 = 2.5 m, and z = 3 m.
Line load = 91
Line load=92
Δε
(Enter your answer to three significant figures.)
Δατ
kN/m²
Refer to the figure below. A strip load of q = 870 lb/ft² is applied over a width B = 36 ft. Determine the increase in vertical stress at point A located z = 15 ft below the surface. Given: x = 27 ft. Use the table below.
B
q = Load per unit area
Aσ
A
Table 1 Variation of Ao/go with 2z/B and 2x/B
2x/B
2z/B
1.3
1.4
1.5
1.6
0.00
0.000 0.000
0.000
1.7
0.000 0.000
0.10 0.007 0.003
0.002
0.001 0.001
0.20 0.040 0.020 0.011
0.30 0.090 0.052 0.031
0.40 0.141 0.090 0.059 0.040 0.027
0.50 0.185 0.128 0.089 0.063
0.60 0.222 0.163 0.120 0.088
0.70 0.250 0.193
0.80 0.273 0.218
0.007 0.004
0.020 0.013
0.046
0.066
0.148 0.113 0.087
0.173 0.137 0.108
0.90 0.291 0.239 0.195 0.158 0.128
1.00 0.305 0.256 0.214 0.177
0.147
(Enter your answer to three significant figures.)
lb/ft²
Δοχ
=
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Chapter 17 Solutions
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