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A piezocone test was carried out at a site, and the following readings were recorded for the cone resistance qc and sleeve friction fs. Determine the soil present at these depths. Depth (m) 5 10 15 20 22 Cone resistance, qc (MN/m2) 0.21 1.05 3.23 9.66 10 Sleeve friction, fs (kN/m2) 12.5 40.5 75.2 60.7 80

A piezocone test was carried out at a site, and the following readings were recorded for the cone resistance qc and sleeve friction fs. Determine the soil present at these depths. Depth (m) 5 10 15 20 22 Cone resistance, qc (MN/m2) 0.21 1.05 3.23 9.66 10 Sleeve friction, fs (kN/m2) 12.5 40.5 75.2 60.7 80

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A piezocone test was carried out at a site, and the following readings were recorded for the cone resistance qc and sleeve friction fs. Determine the soil present at these depths. Cone resistance, qc (MN/m2) 0.21 1.05 3.23 9.66 10 (b) What are the types of bearing capacity failures? Compare between them? (c) Numerate the types of drilling methods? Depth (m) 5 10 15 20 22 Sleeve friction, fs (kN/m2) 12.5 40.5 75.2 60.7 80
Transcribed Image Text:A piezocone test was carried out at a site, and the following readings were recorded for the cone resistance qc and sleeve friction fs. Determine the soil present at these depths. Cone resistance, qc (MN/m2) 0.21 1.05 3.23 9.66 10 (b) What are the types of bearing capacity failures? Compare between them? (c) Numerate the types of drilling methods? Depth (m) 5 10 15 20 22 Sleeve friction, fs (kN/m2) 12.5 40.5 75.2 60.7 80
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