Calculate the load bearing capacity of the pile shown in Figure Q5. Assume that it is a bored pile, and state other assumptions made. 0.6 m Firm Clay Y. = 18KN/m² Cu = 40 kPa 3m Stiff Clay Y, = 19KN/m Cu = 110 kPa 2.5m WT ▼ 13m

Calculate the load bearing capacity of the pile shown in Figure Q5. Assume that it is a bored pile, and state other assumptions made. 0.6 m Firm Clay Y. = 18KN/m² Cu = 40 kPa 3m Stiff Clay Y, = 19KN/m Cu = 110 kPa 2.5m WT ▼ 13m

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: 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 hammer pile driver has a hammer with mass of 700 kilograms. It falls onto the top of a…

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: 7 A concrete pile 15.24 m long having a cross section of 406 mm x 406 mm is fully embedded in a…

Q: A 450 mm x 450 mm concrete pile 20.0 m long is driven into sand deposits with y = 17 kN/m³ and =…

Q: Compute the ultimate load bearing capacity of the group of piles considering the piles acts Individu…

Q: Nine-pile group consist of 0.27-meter-diameter friction concrete piles 23 m long arranged in 3 rows…

Q: Nine-pile group consist of 0.36-meter-diameter friction concrete piles 22 m long arranged in 3 rows…

A: Determine the allowable block capacity (in kN) of the piile group

Q: Refer to the pipe pile in saturated clay shown in Figure 1. For the pile, Calculate the skin…

A: Step 1:Step 2:Step 3:

Q: n 19 m into the soil profile shown in figure. Compute the net ultimate toe-bearing capacity.

A: The expression for Young modulus is given as E=βoOCR+β1N60 From table 4.7, 'β factor for soil' for…

Q: 11.26 Figure P11.26 shows a group pile in clay. Determine the consolidation settlement of the group.…

Q: A concrete pile with 20 m embedded length having 50 cm diameter is driven into a homogeneous…

A: Length of the pile, L = 20mDiameter of the pile, D = 0.5mCohesion, Cu = 30kN/m2Adhesion factor, =…

Q: DL = 1200 KN LL = 700 KN Pile capacity = 250 kN c-c spacing of piles = 1.1 m edge distance = 0.5 m…

A: Given:- f'c=27.5MPa fy=275MPa 25mm dimater bars d=250mm DL=1200kN LL=700kN Pile capacity =250kN edge…

Q: A 600 mm diameter and 25 m long driven concrete pile carries 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: A pile of diameter 457 mm is fully embedded in a clay strata as shown in figure. C- 25 kN/m y= 16…

Q: 3 - Using Meyerhof method for point load determine Qult SAND FOS = 3 $ = 31° Y= 17 kNlm} GROUND…

A: Calculating the pile load capacity: Q=Abqb+Asqs Ab=π4D2=π40.452=0.159…

Q: A concrete pile 20 m long and having a cross section of 0.38m x 0.38m is fully embedded in sand, for…

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

Q: A group of piles as shown on the figure has a cross section of 0.30 m x 0.30 m. It has a total…

Q: If one type of sand density is 34%, and another 85%, in experiments of Vesic, what would be the…

A: Given data: Length of pile, L=12m Diameter of pile, D=1 m Sand density , d1=34% Sand density ,…

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

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

Q: 3. Consider a soil profile as shown in Figure Q3. Note that the ground water table is situated at 10…

A: Total length of pile = 25m

Q: Figure 1 shows a cross-section through an excavation in a deep sand deposit. The site engineer…

Q: pile group consist of 0.35-meter-diameter friction concrete piles 22 m long arranged in 3 rows by 3…

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: (c) Determine the ultimate capacity of a 350mmx350mm pre-cast concrete pile to be installed 18m into…

A: schematic diagram of the given pile as per the statement:

Q: Properties of soil Unconfined compression stress qu = 110 kpa Unit weight of soil Soil bearing…

A: The given data is as follows: Size of prestressed concrete pile=36 cmDesign capacity of pile=360…

Q: ed in a layer of sand. The following is an approximation penetration resistance (q.) and the…

A: Given:- pile size=0.406m x 0.406m L=18.3m FS=4 To find:- allowable bearing capacity of the pile

Q: For the (4 x 4) pile group as shown in the figure, the settlement of pile group, in a normally…

Q: ground level sheet Example: For the sheet pile which T is buried in sandy soil ,shown in 20m the…

A: Given:- The sheet pile is buried in sandy soil The water level is situated at the depth = 2 m To…

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

Q: Check the pile load of the Railroad Bridge of (hilla) for 4000 KN with pile diameter (1 m). The…

Q: Nine-pile group consist of 0.32-meter-diameter friction concrete piles 23 m long arranged in 3 rows…

Q: Question A pile of 0.50 m diameter and of length 10 m is embedded in a deposit of clay. The…

Q: 3 A 30 m long concrete pile is 305 mm x 305 mm in cross section and is fully embedded in a sand…

A: Length of the concrete pile =30 mCross-sectional dimensions of the pile = Lateral soil pressure =…

Q: 11.22 A concrete pile measuring 0.406 m × 0.406 m in cross section is 18.3 m long. It is fully…

Q: A closed-end steel pipe pile is driven into thick saturated clay strata. The diameter and length of…

A: For closed-end steel pipeDiameter of pile: d = 0.4 mLength of Pile, L=32 mTo find

Q: A frictional pile with a circular cross-section (diameter = D) is pushed into the soil to a distance…

A: We know here to Derive a formula to calculate the normal stress in any section x.

Q: Q: The following figure shows the flownet for seepage of water around a single row of sheet piles…

Concept explainers

Drainage of Pavements

Pavement Drainage holds ample significance, as it prevents the accumulation of water or any liquid on the surface of pavements and ensures proper drainage system. With proper design and gradual slopes provided, the water gets easily removed from the surface into the drains, which are essential during heavy rains and unusual weather conditions keeping it less prone to accidents and increasing the durability of the pavement structure.

Question

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

Step 2

Step 3

Step 4

Step by step

Solved in 4 steps with 5 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

12.10 A concrete pile 15.24 m long having a cross section of 406 mm × 406 mm is fully embedded in a saturated clay layer for which Ysat = 19.02 kN/m³, p = 0, and c₂ = 76.7 kN/m². Determine the allowable load that the pile can carry. (Let FS = 3.) Use the a method Eq. (12.61) and Table 12.11 to estimate the skin friction and Vesic's method for point load estimation.
Q3) For the pile-soil system shown in Fig. (3), estimate the required pile length to carry an ultimate vertical load of 2000 kN. Use Meyerhof's method in computing the end bearing resistance and the a-method for the skin resistance. Ans.: L= 20.21 m Pu = 2000 kN G.L. XX Sand Y = 18.1 kN/m3 $ = 30° k = 0.7 5 m W.T. Dense Sand Ysat = 21 kN/m3 $ = 35° k = 0.82 Concrete Pile + + d = 0.3 m Fig. (3)
Do not round off answers in solving. Round off to two decimal place only to the final answer.
Question 18 Nine-pile group consist of 0.36-meter-diameter friction concrete piles 20 m long arranged in 3 rows by 3 columns. The piles are driven into clay having unconfined compressive strength of 147 kPa. The spacing of piles is 0.68 m. on-center. Adhesion factor of the piles is α = 0.53. Determine the allowable block capacity (in kN) of the piile group based on the arrangement described. Use FS = 2.75. Round off to two decimal places.
PLEASE ANSWER CLEARLY SHOWING ALL EQUATIONS AND WORK PLEASE. A 18-m-long pile (400mm by 400mm) extends through loose soil (γ = 16 kN/m3) to dense sand with γ = 18 kN/m3 and φ' of 37°. Estimate the ultimate pile point load (kN) with Meyerhof's method.
A 20-m-long concrete pile is shown in Figure P9.1. Estimate the ultimate point load Q, by a. Meyerhof's method b. Vesic's method c. Coyle and Castello's method Use m = 600 in Eq. (9.26). 9.1 Concrete pile 460 mm x 460 mm Loose sand di = 30° y = 18.6 kN/m3 20 m Dense sand d'2 = 42° y = 18.5 kN/m3 Figure P9.1
sw
Q1/ For the footing shown in Figure (1), estimate the pile group capacity. 0.6m dia bored pile Clay c=80 kN/m² y-17kN/m² S=1.5 m T L=12 m
Piled Foundations - Single Pile Analysis
A reinforced concrete circular pile is driven to the soil as shown below. Calculate the negative skin friction force acting on the pile.
Nine-pile group consist of 0.37-meter-diameter friction concrete piles 20 m long arranged in 3 rows by 3 columns. The piles are driven into clay having unconfined compressive strength of 121 kPa. The spacing of piles is 0.68 m. on-center. Adhesion factor of the piles is a = 0.78. Determine the allowable block capacity (in kN) of the piile group based on the arrangement described. Use FS = 3.49. Round off to two decimal places.
Subject: Mechanical Vibration Piles are driven in a quicksand (bearing stress = 5 tons/m²) on 900 mm centers. They are driven until the penetration under the last hammer below is 25 mm. The drivers 1-ton hammer drops 2.5 m. Piles are sawn off and surmounted by a concrete slab 900 mm thick. For a machine foundation, determine a. the safe load in a pile. b. the volume of stone needed.