Find the relative proportions of the load carried by the piles and the raft (X) in terms of
Find the stiffness of the piled raft
Answer to Problem 14.1P
The relative proportions of the load carried by the piles and the raft in terms of
The stiffness of the piled raft
Explanation of Solution
Given information:
The pile raft interaction factor
Calculation:
Consider the ratio of load on raft to total load of pile
Find the relative proportion carried by the raft (X) using the formula.
Find the ratio of load on pile to total load
Therefore, relative proportions of the load carried by the piles and the raft in terms of
Find the stiffness of the piled raft
Therefore, the stiffness of the piled raft
Want to see more full solutions like this?
Chapter 14 Solutions
Principles of Foundation Engineering, SI Edition
- The wooden pile shown in the figure has a diameter of 95 mm and is subjected to a load of P = 80 kN. Along the length of the pile and around its perimeter, soil supplies a constant frictional resistance of w = 4.82 kN/m. The length of the pile is L = 4.0 m and its elastic modulus is E = 10.4 GPa. Calculate (a) the force FB needed at the base of the pile for equilibrium. (b) the magnitude of the downward displacement at A relative to B.arrow_forwardThe wooden pile shown in the figure has a diameter of 120 mm and is subjected to a load of P = 80 kN. Along the length of the pile and around its perimeter, soil supplies a constant frictional resistance of w = 4.59 kN/m. The length of the pile is L= 4.8 m and its elastic modulus is E = 9.5 GPa. Calculate (a) the force FB needed at the base of the pile for equilibrium. (b) the magnitude of the downward displacement at A relative to B. P y A B FB Larrow_forwardThe wooden pile shown in the figure has a diameter of 95 mm and is subjected to a load of P = 80 kN. Along the length of the pile and around its perimeter, soil supplies a constant frictional resistance of w = 2.90 kN/m. The length of the pile is L = 5.6 m and its elastic modulus is E = 8.6 GPa.Calculate(a) the force FB needed at the base of the pile for equilibrium.(b) the magnitude of the downward displacement at A relative to B.arrow_forward
- The wooden pile shown in the figure has a diameter of 105 mm and is subjected to a load of P = 70 kN. Along the length of the pile and around its perimeter, soil supplies a constant frictional resistance of w = 3.85 kN/m. The length of the pile is L = 4.0 m and its elastic modulus is E= 12.9 GPa. Calculate (a) the force Fg needed at the base of the pile for equilibrium. (b) the magnitude of the downward displacement at A relative to B. y L Answers: (a) FB = (b) UA= i i B FB KN mmarrow_forwardo Given: A earth pile with L, E, and A known and constant F Y X (L-x) steel pile soil f = force/length o Find: The total deformation, A, of the pile.arrow_forwardShow a detailed step by step solutionarrow_forward
- Design a reinforced concrete footing supported on piles. The column is 600 mm square and exerts a factored load of 800 kN on the footing. The allowable bearing capacity of each pile is 95 kN. Use f = 28 MPa, fy = 414 MPa. The arrangement of piles is shown in the figure. 450 850 850 450 450 850 + 850 ++ 450arrow_forwardCurrent Attempt in Progress A cantilever timber beam with a span of L = 3.9 m supports a uniformly distributed load w. The beam width is b = 270 mm and the beam height is h=140 mm. The allowable bending stress of the wood is 5.8 MPa. Determine the magnitude of the maximum load w that may be carried by the beam. Answer: w= L IB b kN/m.arrow_forwardIn a piled raft, 450 mm diameter and 13 m long piles are placed in a rectangular grid at 1.60 m 1.63 m spacing. Find the pile-raft interaction factor assuming uniform soil conditions with depth andarrow_forward
- A 400 mm x 400 mm square precast concrete pile of 15 m length is driven into a sand where γ = 18.0 kN/m3 and Φ' = 33°. Assume δ' = 0.7 and K=1.4Ko determine the load-carrying capacity of the pile with a FS=3. Using Meyerhof's method, Qp=Apq'Nq*≤Apql for computing the point load-carrying capacity Qp, Equations, L'≈15D and f=Kσ'otanδ' for computing the load-carrying capacity of the pile shaft Qs.arrow_forwardA concrete pile 20 m long with a cross section of 400 mm x 400 mm is fully embedded in a saturated clay layer. The clay has the following properties: γsat = 18.5 kN/m3, ϕ= 0 and cu = 70 kPa. Assume that the water table rises to the tip of the pile. Determine the allowable load that the pile can carry (FS=3). Use the α and λ method to estimate the skin resistance.arrow_forwardThe load-settlement curves shown in Figure 2 were obtained from a full-scale static load tests on a 240 mm diameter and 12 m long concrete pile driven in a clay soil. The 28 day compression strength of the concrete is 40 MPa and the unit weight is 24 kN/m. The average unit weight of the soil is 17 kN/m and ground water table is at the ground surface 1. Determine the skin resistance of the pile. 2. Determine the toe bearing resistance of the pile. 3. Back calculate the magnitude of B. You may use one central point to back calculate B Load (kN) 200 400 20 Downward load test (May 2003) 40 Upward load test (June 2003) 100L Figure 2 Pile Settlement (mm)arrow_forward
- Principles of Foundation Engineering (MindTap Cou...Civil EngineeringISBN:9781337705028Author:Braja M. Das, Nagaratnam SivakuganPublisher:Cengage LearningPrinciples of Foundation Engineering (MindTap Cou...Civil EngineeringISBN:9781305081550Author:Braja M. DasPublisher:Cengage Learning