Principles of Foundation Engineering
Principles of Foundation Engineering
9th Edition
ISBN: 9780357684832
Author: Das
Publisher: Cengage Learning US
Question
Book Icon
Chapter 14, Problem 14.1P
To determine

Find the relative proportions of the load carried by the piles and the raft (X) in terms of Kr and KP.

Find the stiffness of the piled raft (Kpr) in terms of Kr and KP.

Expert Solution & Answer
Check Mark

Answer to Problem 14.1P

The relative proportions of the load carried by the piles and the raft in terms of Kr and KP is Kp0.85KrKp0.7Kr.

The stiffness of the piled raft (Kpr) in terms of Kr and KP is Kp0.7Kr10.72KrKp

Explanation of Solution

Given information:

The pile raft interaction factor αrp as 0.85.

Calculation:

Consider the ratio of load on raft to total load of pile (PrPt) is equal to relative proportion carried by the raft (X)

Find the relative proportion carried by the raft (X) using the formula.

PrPt=X=Kr(1αrp)Kp+Kr(12αrp)=Kr(10.85)Kp+Kr(12×0.85)=0.15KrKp0.7Kr

Find the ratio of load on pile to total load (PpPt).

(PpPt)=1X=10.15KrKp0.7Kr=Kp0.7Kr0.15KrKp0.7Kr=Kp0.85KrKp0.7Kr

Therefore, relative proportions of the load carried by the piles and the raft in terms of Kr and KP is Kp0.85KrKp0.7Kr.

Find the stiffness of the piled raft (Kpr) using the formula:

Kpr=Kp+Kr(12αrp)1αrp2KrKp=Kp+Kr(12×0.85)10.852KrKp=Kp0.7Kr10.72KrKp

Therefore, the stiffness of the piled raft (Kpr) in terms of Kr and KP is Kp0.7Kr10.72KrKp

Want to see more full solutions like this?

Subscribe now to access step-by-step solutions to millions of textbook problems written by subject matter experts!
Students have asked these similar questions
Find the force F in the image below such that the deep pile foundation under the structure frame (under the pinned support) is not under tension. (All measurements are in the metric system) F→→ w = 10 ton/m -5.00 4.00
In Hiley’s formula for driven piles i.e. R=E/(s+0.5c), why is a coefficient of 0.5 applied for the term elastic deformation of piles and soil?
The wooden pile shown in the figure has a diameter of 100 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 = 4.99 kN/m. The length of the pile is L = 4.2 m and its elastic modulus is E = 8.7 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.
Knowledge Booster
Background pattern image
Similar questions
SEE MORE QUESTIONS
Recommended textbooks for you
Text book image
Principles of Foundation Engineering (MindTap Cou...
Civil Engineering
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Cengage Learning