Principles of Geotechnical Engineering (MindTap Course List)
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN: 9781305970939
Author: Braja M. Das, Khaled Sobhan
Publisher: Cengage Learning
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Chapter 17, Problem 17.7P
To determine

Find the average drained friction angle ϕ by using Kulhawy and Mayne correlation.

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Following is the variation of the field standard penetration number () in a sand deposit:     1.5 6 3 8 4.5 9 6 8 7.5 13 9 14 The groundwater table is located at a depth of 6 . Given: the dry unit weight of sand from 0 to a depth of 6  is 19 , and the saturated unit weight of sand for depth 6 to 12  is 21.2 . Use the relationship given in the equation    to calculate the corrected penetration numbers. (Round your answers to the nearest whole number.)       1.5 6   3 8   4.5 9   6 8   7.5 13   9 14
Refer to Problem 3.19. Using Eq. (3.51), determine the variation of the relative density with depth. Use Qc = 1.
b) A geotechnical laboratory reported these results of five samples taken from a single boring. Determine which are not correctly reported, if any, show your work. Hint:take Yw = 9.81kN/m³ Sample #1:w=30%,Ya = 14.9 kN/m³, Ys = 27 kN/m³, clay Sample #2:w=20%,Ya = 18 kN/m³, Ys = 27 kN/m³, silt Sample #3:w=10%,Ya = 16 kN/m³, Y = 26 kN/m³, sand Sample #4:w=22%,Yd = 17.3 kN/m³, Ys = 28 kN/m³, silt Sample #5:w=22%,Yd = 18 kN/m³, Ys = 27 kN/m³, silt
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