MindTap Engineering, 1 term (6 months) ...9th EditionDas, Braja M., SIVAKUGAN, Nagaratnam Publisher: Cengage LearningISBN: 9781337705202
MindTap Engineering, 1 term (6 months) ...
Solutions for MindTap Engineering, 1 term (6 months) Printed Access Card for Das/Sivakugan’s Principles of Foundation Engineering, 9th
Problem 6.1P:
For the following cases, determine the allowable gross vertical load-bearing capacity of the...Problem 6.2P:
A 5.0 ft wide square footing is placed at 3.0 ft depth within the ground where c = 200 lb/ft2, =...Problem 6.4P:
Redo Problem 6.2 using the general bearing capacity equation [Eq. (6.28)]. A 5.0 ft wide square...Problem 6.5P:
The applied load on a shallow square foundation makes an angle of 20° with the vertical. Given: B =...Problem 6.6P:
A 2.0 m wide continuous foundation carries a wall load of 350 kN/m in a clayey soil where = 19.0...Problem 6.7P:
Determine the maximum column load that can be applied on a 1.5 m × 1.5 m square foundation placed at...Problem 6.8P:
A 2.0 m wide strip foundation is placed in sand at 1.0 m depth. The properties of the sand are: γ =...Problem 6.9P:
A column foundation (Figure P6.9) is 3 m × 2 m in plan. Given: Df = 1.5 m, ф′ = 25°, c′ = 70 kN/m2....Problem 6.10P:
For the design of a shallow foundation, given the following: Soil: = 20 c = 72 kN/m2 Unit weight, ...Problem 6.11P:
An eccentrically loaded foundation is shown in Figure P6.11. Use FS of 4 and determine the maximum...Problem 6.13P:
For an eccentrically loaded continuous foundation on sand, given B = 1.8 m, Df = 0.9 m, e/B = 0.12...Problem 6.14P:
A 2 m 3 m spread footing placed at a depth of 2 m carries a vertical load of 3000 kN and a moment...Problem 6.16P:
A tall cylindrical silo carrying flour is to be supported by a 1.5 m wide ring beam that can be...Problem 6.17P:
A 2.0 m 2.0 m square pad footing will be placed in a normally consolidated clay soil to carry a...Problem 6.18P:
An eccentrically loaded continuous foundation is shown in Figure P6.18. Determine the ultimate load...Problem 6.19P:
A square foundation is shown in Figure P6.19. Use FS = 6, and determine the size of the foundation....Browse All Chapters of This Textbook
Chapter 2 - Geotechnical Properties Of SoilChapter 3 - Natural Soil Deposits And Subsoil ExplorationChapter 5 - Soil Improvement And Ground ModificationChapter 6 - Shallow Foundations: Ultimate Bearing CapacityChapter 7 - Ultimate Bearing Capacity Of Shallow Foundations: Special CasesChapter 8 - Vertical Stress Increase In SoilChapter 9 - Settlement Of Shallow FoundationsChapter 10 - Mat FoundationsChapter 11 - Load And Resistance Factor Design (lrfd)Chapter 12 - Pile Foundations
Sample Solutions for this Textbook
We offer sample solutions for MindTap Engineering, 1 term (6 months) Printed Access Card for Das/Sivakugan’s Principles of Foundation Engineering, 9th homework problems. See examples below:
Given information: A mass of dry rock (M) is 2,450 kg. The volume of dry rock (V) is 0.925 m3. The...Given information: The outside diameter (Do) of the Shelby tube is 3.0 in.. The wall thickness (t)...Given information: The mold volume (V) is 2,124 cm3. Mass of the hammer (m) 4.54 kg. The hammer drop...Chapter 6, Problem 6.1PChapter 7, Problem 7.1PChapter 8, Problem 8.1PChapter 9, Problem 9.1PChapter 10, Problem 10.1PChapter 11, Problem 11.1P
Given information: The variation of frictional resistance per unit area f(z) with respect to depth...Given information: The diameter of the base (Db) is 5 ft. The total length (L) is 27.0 ft. Unit...Given information: The pile raft interaction factor αrp as 0.85. Calculation: Consider the ratio of...Given information: The specific gravity of the loessial soil is Gs=2.72. The liquid limit of the...Given information: The height of the wall (H) is 15 ft. The overconsolidated ratio (OCR) is 1.5. The...Given information: The frictional angle of backfill (ϕ') is 35°. Unit weight of backfill (γ) is 18.5...Chapter 18, Problem 18.1PChapter 19, Problem 19.1P
More Editions of This Book
Corresponding editions of this textbook are also available below:
Principles of Foundation Engineering, SI Edition
8th Edition
ISBN: 9781305723351
EBK PRINCIPLES OF FOUNDATION ENGINEERIN
8th Edition
ISBN: 8220100547058
EBK PRINCIPLES OF FOUNDATION ENGINEERIN
8th Edition
ISBN: 9780100547056
Principles of Foundation Engineering
8th Edition
ISBN: 9781305537897
Principles of Foundation Engineering, SI Edition
8th Edition
ISBN: 9781305446298
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN: 9781305081550
Principles Of Foundation Engineering With Mindtap
8th Edition
ISBN: 9789386650955
Bundle: Principles Of Foundation Engineering, 8th + Mindtap Engineering 1 Term (6 Months) Printed Access Card
8th Edition
ISBN: 9781305924635
Principles Of Foundation Engineering, Si Edition
8th Edition
ISBN: 9781305081567
Principles of Foundation Engineering
5th Edition
ISBN: 9780534407520
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN: 9781337705028
Principles Of Foundation Engineering 9e
9th Edition
ISBN: 9781337705035
Principles of Foundation Engineering, SI Edition
9th Edition
ISBN: 9781337672085
Principles of Foundation Engineering
9th Edition
ISBN: 9780357684832
Bundle: Principles Of Foundation Engineering, 9th + Mindtap Engineering, 1 Term (6 Months) Printed Access Card
9th Edition
ISBN: 9781337947060
PRIN.OF FOUNDATION ENGINEERING
10th Edition
ISBN: 9780357684658
Principles Of Foundation Engineering
7th Edition
ISBN: 9788131518786
Principles of Foundation Engineering
7th Edition
ISBN: 9780495668107
EBK PRINCIPLES OF FOUNDATION ENGINEERIN
7th Edition
ISBN: 9780100429215
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