Principles of Geotechnical Engineering (MindTap Course List) 9th Edition, Braja M. Das
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Principles of Geotechnical Engineering ...9th EditionBraja M. Das, Khaled Sobhan Publisher: Cengage LearningISBN: 9781305970939
Principles of Geotechnical Engineering ...
Solutions for Principles of Geotechnical Engineering (MindTap Course List)
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Problem 2.1P:
For a gravel with D60 = 0.48 mm, D30 = 0.25 mm, and D10 = 0.11 mm, calculate the uniformity...
Problem 2.2P:
The following values for a sand are given: D10 = 0.3 mm, D30 = 0.41 mm, and D60 = 0.77 mm. Determine...
Problem 2.3P:
The grain-size distribution curves for three different sands (A, B, and C) are shown in Figure 2.34....
Problem 2.4P:
The following are the results of a sieve analysis. a. Determine the percent finer than each sieve...
Problem 2.5P:
Repeat Problem 2.4 with the following data. 2.4 The following are the results of a sieve analysis....
Problem 2.6P:
Repeat Problem 2.4 with the following data. 2.4 The following are the results of a sieve analysis....
Problem 2.7P:
Repeat Problem 2.4 with the following data. 2.4 The following are the results of a sieve analysis....
Problem 2.8P:
The following are the results of a sieve and hydrometer analysis. a. Draw the grain-size...
Problem 2.9P:
Repeat Problem 2.8 using the following data. 2.8 The following are the results of a sieve and...
Problem 2.10P:
Repeat Problem 2.8 using the following data. 2.8 The following are the results of a sieve and...
Problem 2.11P:
The grain-size characteristics of a soil are given in the following table. a. Draw the grain-size...
Problem 2.12P:
Repeat Problem 2.11 with the following data. 2.11 The grain-size characteristics of a soil are given...
Problem 2.13P:
Repeat Problem 2.11 with the following data. 2.11 The grain-size characteristics of a soil are given...
Problem 2.14P:
A hydrometer test has the following result: Gs = 2.65, temperature of water = 26 C, and L = 10.4 cm...
Problem 2.15P:
Repeat Problem 2.14 with the following values: Gs = 2.75, temperature of water = 21C, t = 88 min,...
Browse All Chapters of This Textbook
Chapter 2 - Origin Of Soil And Grain SizeChapter 3 - Weight–volume RelationshipsChapter 4 - Plasticity And Structure Of SoilChapter 5 - Classification Of SoilChapter 6 - Soil CompactionChapter 7 - PermeabilityChapter 8 - SeepageChapter 9 - In Situ StressesChapter 10 - Stresses In A Soil MassChapter 11 - Compressibility Of Soil
Sample Solutions for this Textbook
We offer sample solutions for Principles of Geotechnical Engineering (MindTap Course List) homework problems. See examples below:
For a gravel with D60 = 0.48 mm, D30 = 0.25 mm, and D10 = 0.11 mm, calculate the uniformity...For a given soil, show that, a. sat=d+(e1+e)w b. d=eSw(1+e)w c. e=satddsat+w d. wsat=nwsatnwDuring Atterberg limit tests in the soil mechanics laboratory, the students obtained the following...Classify the following soils using the U.S. Department of Agriculture textural classification chart.The maximum dry unit weight and the optimum moisture content of a soil are 16.8 kN/m3 and 17%,...A permeable soil layer is underlain by an impervious layer as shown in Figure 7.29. Knowing that k =...Refer to Figure 8.23. Given: H1 = 6m H2 = 1.5 m D = 3 m D1 = 6 m Draw a flow net. Calculate the...9.1 Through 9.3 A soil profile consisting of three layers is shown in Figure 9.25. Calculate the...A soil element is shown in Figure 10.34. Determine the following: a. Maximum and minimum principal...
A vertical column load, P = 600 kN, is applied to a rigid concrete foundation with dimensions B = 1...Following data are given for a direct shear test conducted on dry silty sand: Specimen dimensions:...13.1 through 13.4 Figure 13.39 shows a retaining wall that is restrained from yielding. For each...A retaining wall has a vertical back face with a horizontal granular backfill. Given: H = 6 m, =...Refer to the infinite slope shown in Figure 15.46. Given: = 19, = 20 kN/m3, =33, and c = 47 kN/m2....A continuous footing is shown in Figure 16.17. Using Terzaghis bearing capacity factors, determine...ASTM D 1587-08 (2014) recommends the following dimensions for thin-walled steel tube sampling of...
More Editions of This Book
Corresponding editions of this textbook are also available below:
EBK PRINCIPLES OF GEOTECHNICAL ENGINEER
8 Edition
ISBN: 9780100464292
EBK PRINCIPLES OF GEOTECHNICAL ENGINEER
8 Edition
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Principles of Geotechnical Engineering, 8th ed.
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PRIN.OF GEOTECHNICAL...-MINDTAP(2 SEM)
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Bundle: Principles Of Geotechnical Engineering, Loose-leaf Version, 9th + Mindtap Engineering, 2 Terms (12 Months) Printed Access Card
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PRINCIPLES OF GEOTECH.ENGINEERING >LL+M
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Principles of Geotechnical Engineering (MindTap Course List)
9 Edition
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Principles of Geotech... - With Lms Mindtap (1 Sem)
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Principles of Geotechnical.. - With Mindtap (2 Sem)
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Principles Of Geotechnical Engineering, Si Edition
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PRINC. OF GEOTECH. ENGINEERING (LL)
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MINDTAP ENGINEERING FOR DAS/SOBHAN'S PR
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Bundle: Principles Of Geotechnical Engineering, Loose-leaf Version, 9th + Mindtap Engineering, 1 Term (6 Months) Printed Access Card
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Principles Of Geotechnical Engineering
7 Edition
ISBN: 9780495411307
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