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Pile Load (MN) 0.5 1 1.5 2.5 3 3.5 4 20 Test 2 40 Test 1 60 80 100 Figure 1: Result of pile load test. Settlement (mm)

Pile Load (MN) 0.5 1 1.5 2.5 3 3.5 4 20 Test 2 40 Test 1 60 80 100 Figure 1: Result of pile load test. Settlement (mm)

College Physics
College Physics
11th Edition
ISBN:9781305952300
Author:Raymond A. Serway, Chris Vuille
Publisher:Raymond A. Serway, Chris Vuille
Chapter1: Units, Trigonometry. And Vectors
Section: Chapter Questions
Problem 1CQ: Estimate the order of magnitude of the length, in meters, of each of the following; (a) a mouse, (b)...
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. Check compliance of the bearing resistance limit state by determining the over design
factor for Design Approach 1. Use the partial and correlation factors from EN1997-1:2004.

NO OF PILES 6

dia of pile 550mm

p(12000kn)

Q(2500KN)

Pile Load (MN) 0.5 1 1.5 2.5 3 3.5 4 20 Test 2 40 Test 1 60 80 100 Figure 1: Result of pile load test. Settlement (mm) 2.
Transcribed Image Text:Pile Load (MN) 0.5 1 1.5 2.5 3 3.5 4 20 Test 2 40 Test 1 60 80 100 Figure 1: Result of pile load test. Settlement (mm) 2.
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