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 12.2P:
A 20 m long concrete pile is shown in Figure P12.2. Estimate the ultimate point load Qp by a....Problem 12.3P:
A 500 mm diameter are 20 m long concrete pile is driven into a sand where = 18.5 kN/m3 and = 32....Problem 12.4P:
Redo Problem 12.3 using Coyle and Castellos methods for estimating both Qp and Qs. 12.3 A 500 mm...Problem 12.5P:
A 400 mm 400 mm square precast concrete pile of 15 m length is driven into a sand where = 18.0...Problem 12.6P:
Determine the maximum load that can be allowed on a 450 mm diameter driven pile shown in Figure...Problem 12.7P:
A driven closed-ended pile, circular in cross section, is shown in Figure P12.7. Calculate the...Problem 12.8P:
Consider a 500 mm diameter pile having a length of 18 m in a clay. Given: γ = 20.0 kN/m3 and cu = 60...Problem 12.9P:
Determine the maximum load that can be allowed on the 450 mm diameter pile shown in Figure P12.9,...Problem 12.13P:
A concrete pile 16 in. 16 in. in cross section is shown in Figure P12.13. Calculate the ultimate...Problem 12.15P:
Solve Problem 12.13 using Eqs. (12.59) and (12.60).
12.13 A concrete pile 16 in. × 16 in. in cross...Problem 12.18P:
A steel pile (H-section; HP 310 125; see Table 12.1a) is driven into a layer of sandstone. The...Problem 12.20P:
A 600 mm diameter and 25 m long driven concrete pile carries a column load of 1200 kN. It is...Problem 12.21P:
Redo Problem 12.20 using Vesics method, assuming that the skin friction is distributed uniformly...Problem 12.24P:
Solve Problem 12.23 using the method of Broms. Assume that the pile is flexible and free headed. Let...Problem 12.26P:
Solve Problem 12.25 using the modified EN formula. (See Table 12.17.) Use FS = 3. 12.25 A steel...Problem 12.27P:
Solve Problem 12.25 using the modified Danish formula. (See Table 12.17.) Use FS = 3.
12.25 A steel...Problem 12.30P:
Figure 12.49a shows a pile. Let L = 15 m, D (pile diameter) = 305 mm, Hf = 3 m, fill = 17.5 kN/m3,...Problem 12.31P:
Redo Problem 12.30 assuming that the water table coincides with the top of the fill and that...Problem 12.32P:
Refer to Figure 12.49b. Let L = 18 m, fill = 17 kN/m3, sat(clay) = 19 8 kN/m3, clay = 20, Hf = 3.5...Problem 12.33P:
Estimate the group efficiency of a 4 6 pile group, consisting of 400 mm diameter concrete piles at...Problem 12.34P:
The plan of a group pile is shown in Figure P12.34. Assume that the piles are embedded in a...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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