For the group piles shown in fig.(4) given: m=4, n=3 , B=305mm, s=1220mm, and depth D=15m. the piles are square and embedded in a homogenous clay with C. =70 kN/m. Using F.S. = 4, determine the allowable load bearing capacity of the group pile.

For the group piles shown in fig.(4) given: m=4, n=3 , B=305mm, s=1220mm, and depth D=15m. the piles are square and embedded in a homogenous clay with C. =70 kN/m. Using F.S. = 4, determine the allowable load bearing capacity of the group pile.

Engineering Fundamentals: An Introduction to Engineering (MindTap Course List)

5th Edition

ISBN:9781305084766

Author:Saeed Moaveni

Publisher:Saeed Moaveni

Chapter12: Electric Current And Related Variables In Engineering

Section12.2: Electrical Circuits And Components

Problem 6BYG

See similar textbooks

Related questions

Q: 3.8 The soil profi le at a site for an offshore structure is shown in Figure P13.8. The height of…

A: Given:- The height of the pile above the sand surface = 15 m The diameter of the pile = 1.25 m The…

Q: A circular pile of diameter 0.6 m and length 8 m was constructed in a cohesive soil stratum having…

A: we have to determine the allowable load

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

Q: A 20 m long steel pile with 0.50 m diameter is driven into layered clay soils as shown in the…

Q: 11.15 Solve Problem 11.14 by Brom's method. Assume that the pile is flexible and free headed. Let…

Q: centre. Referring corresponding figure, calculate uplift pressure percentages at key points C1, E2,…

Q: A group of 9 piles of 30 cm diameter is arranged in a square configuration with a center-to-center…

A: To find ultimate group capacity based on block failure

Q: group of 9 driven piles, 12 m long and 300 mm in diameter is to be arranged in a square pattern in…

Q: The group pile below is to be built in normally consolidated clay. Calculate the consolidation…

Q: Solve Problem 9.16 with the following: length of pile = 15 m, pile cross section = 0.305 m x 0.305…

A: Calculate the elastic settlement by using the equation Se=Se1+Se2+Se3…

Q: 8 Nine-pile group consist of 0.28-meter-diameter friction concrete piles 24 m long arranged in 3…

Q: For the pile distribution below, determine the load Pp that the red pile will receive, in Ton. P=254…

A: given:d= 2 mex=0.2 mey=0.3 mH=1.3 mP=254 ton

Q: Q.7 (a) A 500 mm diameter bored concrete pile is to be formed in the soil profile as shown in…

A: Ultimate bearing capacity of a pile is given by, Qu= Qb + QS Where, Qb = End bearing resistance = Ab…

Q: A 25m deep bored pile has a shaft of diameter 1m and enlarged base of 2.5m diameter in lower 1.5m…

A: Given data, Adhesion factor = 0.45 FOS = 2.5 Depth of pile = 25 m Shaft diameter = 1m and, Enlarge…

Q: Consider a continuous flight auger pile in a sandy soil deposit 10 m long with a diameter of 0.45 m.…

A: Answer Calculate the range of values of the standard penetration Calculate the upper limit of the…

Q: A 600 mm diameter and 25 m long driven concrete pile car- ries a column load of 1200 kN. It is…

A: The length of the pile is .The diameter of the piles is .Total column load is .Shaft resistance is…

Q: QUESTION 3 A concrete pile is driven into top two layers of subsoil strata made of 10m and 5m thick…

A: Given data: diameter of pile = 0.5 m clay layer 1: Height = 10 m saturated unit weight = 18 kN/m3.…

Q: A square pile of section 30 cm x 30 cm and length 10 m penetrates a deposit of clay having c = 5…

A: We have to calculate the load

Q: Figure P12.36 shows a 3 X 5 pile group consisting of 15 concrete piles of 400 mm diameter and 12 m…

A: Solution:

Q: Determine the maximum load that can be allowed on a 45cm x 45cm diameter bored pile shown in…

A: Calculate the ultimate load carrying capacity of the bored pile, Qu = 133NAb + 0.67N'As N - SPT N…

Q: Redo Problem 9.27 with the following: center-to-center spacing of piles 5 30 in., length of piles =…

A: Solution: Calculate ultimate bearing capacity of piles acting individually by using the…

Q: A driven closed-ended pile, circular in cross section, is shown in Figure 1. Calculate the…

A: Part (a): The expression for the end bearing resistance of a pile by using Meyerhof equation is…

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…

Q: A concrete pile 20 m long having a cross section of 0.46 m x 0.46 m is fully embedded in a saturated…

Q: For the pile cap shown, find the maximum allowable load (V) if F.S. = 2 and maximum allowable…

Q: Nine-pile group consist of 0.21-meter-diameter friction concrete piles 20 m long arranged in 3 rows…

A: We will use Friction area of pile block

Q: Determine the primary consolidation settlement for the 20 m long pile group shown below. Soil…

Q: Solve this A group of nine piles, 12 m long and 250 mm in diameter, is to be arranged in a square…

A: Given Data Group of nine pile arranged in a square form Length of pile (L) = 12m Diameter of pile…

Q: 1. A 3 X 4 group pile that are square in cross section (356 mm x 356 mm) as shown in the figure. The…

A: To determine the ultimate load-bearing capacity of the 3x4 pile group acting individually, we need…

Q: Problem 1 Pre-stressed concrete piles are planned for use as the foundation for a waterfront…

A: Given data in question Unit weight Side of pile Length Constant values To find out Skin friction…

Q: A square pile of section 30 cm x 30 cm and length 10 m penetrates a deposit of clay having c = 5…

Q: A nine pile group consists of 0.30m diameter friction concrete piles 12m long. The piles are driven…

Q: 11.24 Redo Problem 11.23 with the following: center-to-center spacing of piles = 762 mm, length of…

A: Given:- The center-to-center spacing of piles = 762 mm The length of the piles = 13.7 m The diameter…

Q: A 20 m long concrete pile is shown in Figure P12.2. Estimate the ultimate point load Q, by a.…

Q: A 50 cm square prestressed concrete pile will be driven 20 m into the soil profile below. (water…

A: A square pile = 0.5 mLength of pile = 20 m Factor of safety = 3 Driven pile

Q: A 25 m deep bored pile has a shaft of 1 m diameter and enlarged base of 2.5 m diameter in the lower…

A: Length of bored pipe = 25m Shaft Diameter = 1m Diameter of enlarged portion = 2.5 m Area of…

Q: During geological investigation on a site, it was observed that subsoil contains 7.5 m depth of clay…

A: We know that, Total load = (Load × FOS) + Weight of pile cap=1500 kN×2.25 + 110 kN=3485 kN

Q: A group of 9 piles of 29 cm diameter is arranged in a square configuration with a center-to-center…

A: We will apply static formula for group capacity.

Q: Q2: The plan of a group piles is shown below. Assume that the piles are embedded in a saturated…

Q: A square concrete pile of 10 m length is driven into a deep layer of uniform homogeneous clay. The…

A: given- Length of pile=10 mUCS=100 kPaultimate load P=632 kN

Concept explainers

Highway Drainage

Highway drainage is the process of extracting and regulating the excess surface water on the pavement by giving the desired slope. The construction of a highway drain helps to divert the water present on the surface, and sub-grade by the means of slope. Highway drainage systems are a necessary part of smooth functioning of traffic, since the highway drainage systems provide proper disposal of unwanted substances from the highways.

Question

Q4: For the group piles shown in fig.(4) given: m=4, n=3 , B=305mm, s=1220mm, and depth D=15m. the piles are square and embedded in a homogenous clay with C. =70 kN/m. Using F.S. = 4, determine the allowable load bearing capacity of the group pile.

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 with 3 images

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 coordinates of the centroid of shaded area shown in Fig. 7.24 with respect to the corner point O. Take x = 40 mm.
2. Determine the centroid for the following figure: 2.5 E2.5"- 1.5" 3"
Datermine the x-, , and z-coordinates of the mass center of the body constructed of thrss pisces of uniform thin plate which are welded togather. -465 mm 240 440 mm mm 95 mm 200 mm 300 mm Answers: i mm mm mm
Select all applicable answers. XY is projected as PV in ARP1. Which of the following projections is possible for the reference plane adjacent to ARP1? Da TL parallel to ARP1 Oa TL perpendicular to ARP1 Oa TL not parallel nor perpendicular to ARP1 Da non-TL parallel to ARP1 Da non-TL perpendicular to ARP1 Da non-TL not parallel nor perpendicular to ARP1 Oa PV
Hi, please try to answer all the items. I'll upvote if you do. Also, the asnwers for B, E, F, and G can be inputted on the second picture.
Civil engineering
Determine stress
Sy2 Show that Modulus of Resilience, UR 2E ||
find the general solution.
For the truss shown below, determine the forces in members UP, QL, JK. Assign a negative value for tensile forces and positive value for compressive forces. " Q R S U N. H `A DE F G P1 P1 P2 P2 P2 P1 P1 L2 L2 L2
A cantilever beam is subjected to a uniformly-distributed load with an intensity of w. The beam has a Young's modulus of Eo, a length of 1 and 2nd moment of area of Iz. A W |↓↓↓↓↓↓↓↓↓↓↓↓↓↓ +x- B R
please use I= 482.5cm^4 can you please write the equation used?