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Solutions Manual For Principles of Geotechnical Engineering 9th Edition By Braja Das, Khaled Sobhan (All Chapters, 100% original verified, A+ Grade) 14,88 €   Añadir al carrito
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Solutions Manual For Principles of Geotechnical Engineering 9th Edition By Braja Das, Khaled Sobhan (All Chapters, 100% original verified, A+ Grade)
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Solutions Manual For Principles of Geotechnical Engineering 9th Edition By Braja Das, Khaled Sobhan (All Chapters, 100% original verified, A+ Grade) Solutions Manual For Principles of Geotechnical Engineering 9th Edition By Braja Das, Khaled Sobhan (All Chapters, 100% original verified, A+ Gra...

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  • 4 de diciembre de 2023
  • 182
  • 2023/2024
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SOLUTIONS MANUAL For
Principles of Geotechnical Engineering Ninth Edition BRAJA M. DAS KHALED SOBHAN (Solutions Manual, All Chapters. 100% Original Verified, A+ Grade) Contents Chapter 2 .......................................... ................................................................................... 1 Chapter 3 ........................................................................................................................... 15 Chapter 4 ........................................................................................................................... 27 Chapter 5 ........................................................................................................................... 33 Chapter 6 ........................................................................................................................... 43 Chapter 7 ........................................................................................................................... 53 Chapter 8 ........................................................................................................................... 63 Chapter 9 ........................................................................................................................... 71 Chapter 10 ......................................................................................................................... 81 Chapter 11 ......................................................................................................................... 97 Chapter 12 ....................................................................................................................... 113 Chapter 13 ....................................................................................................................... 123 Chapter 14 ....................................................................................................................... 135 Chapter 15 ....................................................................................................................... 143 Chapter 16 ....................................................................................................................... 159 Chapter 17 ....................................................................................................................... 175 1 © 2018 Cengage Learning®. All Rights Reserved. May not be scanned, copied or duplicated, or posted to a publicly accessible website, in whole or in part. Chapter 2 2.1 4.36===11. 048. 0
1060
DDCu ; 1.18= = =)11. 0)(48. 0 (25. 0
) )( (2
10 602
30
DDDCc Since Cu > 4 and Cc is between 1 and 3, the soil is well graded . 2.2 6.11===18. 01 . 1
1060
DDCu ; 0.73≈= = = 0.727)18. 0)(1 . 1 (41. 0
) )( (2
10 602
30
DDDCc Although Cu > 6, Cc is not between 1 and 3. The soil is poorly graded . 2.3 The D10 , D30, and D60 for soils A, B, and C are obtained from the grainNsize distribution curves. Soil A: ;2 . 05 . 3
1060 17.5===DDCu 5.43= = =) 2 . 0 )(5 . 3 (95. 1
) )((2
10 602
30
DDDCc Although Cu > 6, Cc is not between 1 and 3. The sand is poorly graded . 2 © 2018 Cengage Learning®. All Rights Reserved. May not be scanned, copied or duplicated, or posted to a publicly accessible website, in whole or in part. Soil B: ;17. 05 . 1
10608.82===DDCu 2.2= = =)17. 0)(5 . 1 (75. 0
) )((2
10 602
30
DDDCc Cu > 6 and Cc is between 1 and 3. The sand is well graded . Soil C: ;032. 055. 0
106017.2===DDCu 2.75= = =)032. 0)(55. 0 (22. 0
) )((2
10 602
30
DDDCc Cu > 6 and Cc is between 1 and 3. The sand is well graded . 2.4 a. Sieve No. Mass of soil retained on each sieve (g) Percent retained on each sieve Percent finer 4 10 20 40 60 100 200 Pan 0.0 18.5 53.2 90.5 81.8 92.2 58.5 26.5 0.0 4.4 12.6 21.5 19.4 21.9 13.9 6.3 100.0 95.6 83.0 61.5 42.1 20.2 6.3 0 ∑ 421.2 g The grainNsize distribution is shown in the figur e. b. D60 = 0.4 mm ; D30 = 0.2 mm ; D10 = 0.095 mm

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