Please round to the nearest Hundredth (i.e., 0.01). No Comma! A square pile, 21 m long is driven into a homogeneous sand layer. The pile's width (diameter) is 0.4m. The standard penetration resistance near the vicinity of the pile is 12. Calculate the ultimate skin friction force (Qs) of the pile. Use Briaud & Tucker method. Hint: Qs = fs x As Qs = kN

Please round to the nearest Hundredth (i.e., 0.01). No Comma! A square pile, 21 m long is driven into a homogeneous sand layer. The pile's width (diameter) is 0.4m. The standard penetration resistance near the vicinity of the pile is 12. Calculate the ultimate skin friction force (Qs) of the pile. Use Briaud & Tucker method. Hint: Qs = fs x As Qs = kN

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: Example 3 A 12 m prestressed concrete pile 450 mm square is installed in a clay with water table at…

A: given- 12 m prestressed concrete pile450 mm squareclay with water table at 5 m depthupper clay layer…

Q: A single pile of diameter 50 cm and length 10 m is driven into clay having unconfined compressive…

Q: For the sheet pile condition shown in the figure, find the depth below the drec net pressure equals…

A: Ka=1-sinϕ1+sinϕ=1-sin 301+ sin 30⇒Ka=0.33also,Kp=1+sinϕ1-sinϕ=1+sin 301-sin 30⇒Kp=3…

Q: (a) Determine the allowable load-carrying capacity of the bored concrete pile for: embedded length =…

Q: 13) A cylindrical pile of diameter 0.3 m is driven to a depth of 15 m in to an NC clay as shown in…

A: Given; Diameter of pile (d) =0.3 m Depth of the pile (l) = 15 m Factor of safety (Fs) = 3

Q: Consider a continuous flight auger pile in a sandy soil de- posit 10 m long with a diameter of 0.45…

A: Given:

Q: Please round to the nearest Hundredth (i.e., 0.01). No Comma! A square pile, 21 m long is driven…

Q: o Given: A earth pile with L, E, and A known and constant F Y X (L-x) steel pile soil f =…

Q: d. The ultimate fnctional resistance Qs, K= 1.4; 8'-0.8Ø e. The allowable load of the pile (use FS=…

A: The values of k and properties of soil are given

Q: Redo Problem 9.23 assuming that the water table coincides with the top of the fill and that…

A: Solution Calculate the total downward drag force or negative skin friction using the following…

Q: 525 kN Medium clay 5 m Cu = 60 kPa Stiff clay Cu = 100 kPa

Q: Design Procedure D y = 100 lb/ft³ ka = 0.3 kp = 3.0 Pp Z₁ Zp 4 2 Za Z Ap Solve for D Pa 1 2 3 4 0…

A: A cantilever retaining sheet pile is given and active and passive earth pressure is acting on it.

Q: FDE 016: A prestressed concrete pile, 400 mm x 400 mm in cross-section, is to be driven in a clayey…

Q: A square pile group of 9 piles passes through a recently filled up material of 3.5 m depth. The…

A: A square pile group of 9 piles,Depth of pile = 9 m,Depth of soil fill =3.5 m,Diameter of the pile=30…

Concept explainers

Pricing Excavation and Backfill

Backfill, in construction, is the activity of returning the soil and gravel that are removed during building construction or using them again to toughen and support the foundation of the building or any other structural component.

Question

y Term Project C x y SURP 818: Phy x = TEC 3739 Gro x v Lab Example
E Phase 2 Repox
Fourndation HX
A asulearn.appstate.edu/mod/quiz/attempt.php?attempt=3358733&cmid%3D2173348&page%3D2
sUlearn AsULearn Sites
3739-101_MATERIALS AND STRUCTURES III (SPRING 2022
/ My courses / Spring 2022 / TEC3739101-12999202210 (SPRING 2022) / HOMEWORK / Foundation HW - Part III (Due date: 04/04/
Please round to the nearest Hundredth (i.e., 0.01). No Comma!
A square pile, 21 m long is driven into a homogeneous sand layer. The pile's width (diameter) is 0.4m. The standard
penetration resistance near the vicinity of the pile is 12. Calculate the ultimate skin friction force (Qs) of the pile. Use
Briaud & Tucker method. Hint: Qs = fs x As
of
Qs =
kN
Next page
page
undation HW - Part II (Due date:
3/30/2022 at 2pm) [30 pts]
Extra Credits (In-class questions)
Jump to...
You are logged in as Garrett Prelipp (Log out)
Get the mobile app
MacBook Air

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step 3

VIEW

Step by step

Solved in 3 steps

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Determine the diameter of 70 ft long pile driven in the medium dense sand (Shown in Figure). Design load is 185Kips and factor of safety can be assumed to be 2.5. Frictional coefficient is 0.45 Sand y = 115lb/ft3 Ø = 28° K = 0.80 30 %3D Sand 128lb/ft %3! Ysat Ø= 30° K = 0.85 33°C 70
Kindly give me right solution with clear calculations. Don't copy from other websites solution.
Please answer 11.7
Solve 12,23 and 12,24
A group pile in clay is shown in the figure below. Determine the maximum vertical load Qg be applied if the allowable consolidation settlement of the pile group is set to be 0.17 m. Use the 2:1 stress distribution method to estimate the average effective stress in the clay layer. can Qg 3 m Sand Groundwater y = 15.72 kN/m3 table Sand 3 m Ysat = 18.55 kN/m3 2.75 m X 2.75 m Group plan Normally consolidated clay Ysat = 19.18 kN/m³ 15 m 18 m eo = 1 C. = 0,8 Normally consolidated clay Ysat = 19 kN/m3 eo = 0.25, C. =1 5 m Rock
Please round to the nearest Hundredth (i.e., 0.01). No Comma! A square pile is driven into a homogeneous sand layer. The pile's width (diameter) is 0.5m. The standard penetration resistance near the vicinity of the pile is 21. Calculate the ultimate point force (Qp) of the pile. Use Briaud & Tucker method. Hint: Qp = qp x Ap Qp = kN
7. If a 45 cm diameter pipe pile is driven into clayey soil to a depth of 12 m. (a) what would the allowable load capacity (Q) be? The water table is 2 m below the ground surface and the soil profile consists of two clay layers (refer to the figure below). Use the ß method to calculate skin friction and the R=30° for all clay layers. (b) Explain how you selected FS value you use. 12 m ▶ 9m 2m 45 cm Y = 18.5kN/m³ = 30kN/m² Ysat = 19kN/m³ C₂ = 30kN/m² Ysat = 20kN/m² S = 60kN/m²
Please round to the nearest Hundredth (i.e., 0.01). No Comma! A square pile, 13 m long is driven into a homogeneous sand layer. The pile's width (diameter) is 0.5 m. The standard penetration resistance near the vicinity of the pile is 17. Calculate the allowable bearing force (Qa) of the pile. Use FS = 2 and Briaud & Tucker method. Hint: Qa = Qu / FS Qa = KN
ge 4 Please round to the nearest Hundredth (i.e., 0.01). No Comma! A square pile, 26 m long is driven into a homogeneous sand layer. The pile's width (diameter) is 0.2 m. The standard penetration resistance near the vicinity of the pile is 17. Calculate the allowable bearing force (Qa) of the pile. Use FS = 3 and Briaud & Tucker method. Hint: Qa= Qu/FS Qa = kN S D F G H J Finish attempt... K
Consider a 20 m long concrete pile with a cross-section of 0.407m x 0.407m fully embedded in sand. For the sand, given: unit weight, X = 18 kN/m³; and soil friction angle, += 35°. Using Meyerhof's method. Determine the ultimate point bearing Qp Consider a concrete pile in sand with a diameter equals to 0.407. The pile is 20 m long. Use K = 1.3 and '= 35, 8' = 0.8', X = 18 kN/m³. Compute the frictional resistance Q Consider the figure and the table below. Find the skin resistance Q, by the a method Depth AL Saturated clay Cab 25 kN/m² (m) (m) (kN/m²) (Table 12.11) Y=16 kN/m Groundwater 0-3 table F421 40 kN/m 7m Clay 3-10 Yeat 17 kN/m 10-20 3710 25 0.87 40 0.74 90 0.51 10m Clay 90 KN/m Y 18 kN/m Diameter = 457 mm
A pile of diameter 250 mm is installed in a soil strata with a recently filled layer of clay of 3 m depth. The unit cohesion of the material is 18 kN/m² and unit weight of soil is 15 kN/m². The negative skin friction on the pile is equal to. (assume adhesion factor = 0.4)
1) A 0.5 meter diameter (D) concrete pile is driven into a sand deposit with y moist = 18.7 kN/cubic meter and o= 31 degrees. The water table is very deep. a. Assume Nq = 68.2. b. Assume K= 0.727 (Effective Earth Pressure Coefficient) c. Assume ô (friction of concrete surface to sand) = 24.8 (0.8 Tan 4) ESTIMATE PILE SHAFT ULTIMATE CAPACITY ASSUMING PILE IS 40 METERS LONG USING MEYERHOF'S METHOD. Assume critical depth is 15D. Hint: pile perimeter is 1.571 M