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Solutions Manual For Principles of Geotechnical Engineering 10th Edition By Braja M. Das (All Chapters, 100% original verified, A+ Grade) CA$30.23
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Solutions Manual For Principles of Geotechnical Engineering 10th Edition By Braja M. Das (All Chapters, 100% original verified, A+ Grade)

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Solutions Manual For Principles of Geotechnical Engineering 10th Edition By Braja M. Das (All Chapters, 100% original verified, A+ Grade) Solutions Manual For Principles of Geotechnical Engineering 10th Edition By Braja M. Das (All Chapters, 100% original verified, A+ Grade)

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  • December 4, 2023
  • 158
  • 2023/2024
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SOLUTION MANUAL
For
Principles o f Geotechnical Engineering Tenth Edition B
RAJA M. DAS (Solutions Manual, All Chapters. 100% Original Verified, A+ Grade) Contents Chapter 2 .......................................................................................................................................... 1 Chapter 3 ........................................................................................................................................ 11 Chapter 4 ........................................................................................................................................ 19 Chapter 5 ........................................................................................................................................ 23 Chapter 6 ........................................................................................................................................ 29 Chapter 7 ........................................................................................................................................ 35 Chapter 8 ........................................................................................................................................ 45 Chapter 9 ........................................................................................................................................ 53 Chapter 1 0 ...................................................................................................................................... 63 Chapter 11 ...................................................................................................................................... 77 Chapter 1 2 ...................................................................................................................................... 81 Chapter 1 3 ...................................................................................................................................... 95 Chapter 1 4 .................................................................................................................................... 105 Chapter 1 5 .................................................................................................................................... 119 Chapter 1 6 .................................................................................................................................... 125 Chapter 1 7 .................................................................................................................................... 139 Chapter 1 8 .................................................................................................................................... 149 1 © 2022 Cengage Learning®. All Rights Reserved. May not be scanned, copied or duplicated, or posted to a publicly accessible w ebsite, in whole or in part. Chapter 2 2.1 60
100.41
0.08= = =uDCD5.13 2 2
30
10 60() (0.22)
( )( ) (0.08)(0.41)= = =cDCDD1.48 2.2 60
101.81
0.24= = =uDCD7.54 2 2
30
10 60() (0.82)
( )( ) (0.24)(1.81)= = =cDCDD1.55 2.3 a. The grain -size distribution is shown in the figure. Sieve no. Mass of soil retained on each sieve (g) Percent retained on each sieve Percent finer 4 0.0 0.0 100.0 10 18.5 4.4 95.6 20 53.2 12.6 83.0 40 90.5 21.5 61.5 60 81.8 19.4 42.1 100 92.2 21.9 20.2 200 58.5 13.9 6.3 Pan 26.5 6.3 0 Σ 421.2 g 2 © 2022 Cengage Learning®. All Rights Reserved. May not be scanned, copied or duplicated, or posted to a publicly accessible w ebsite, in whole or in part. b. D 60 = 0.4 mm ; D30 = 0.2 mm ; D10 = 0.095 mm c. 60
100.4
0.095= = =uDCD4.21 d. 2 2
30
10 60() (0.2)
( )( ) (0.4)(0.095)= = =cDCDD1.05 2.4 a. Sieve no. Mass of soil retained on each sieve (g) Percent retained on each sieve Percent finer 4 0.0 0.0 100 6 30 6.0 94.0 10 48.7 9.74 84.26 20 127.3 25.46 58.80 40 96.8 19.36 39.44 60 76.6 15.32 24.12 100 55.2 11.04 13.08 200 43.4 8.68 4.40 Pan 22 4.40 0 Σ 500 g The grain -size distribution is shown in the figure.

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