A 600 mm diameter bored concrete pile is to be formed in the soil profile in some place in Muscat shown in figure 1. Determine the ultimate bearing capacity of the pile for the embedded length L1 and L2. Soil data for each student can be frond in the excel sheet. Depth (m) Loose granular fill Dense gravel 7 8 Glacial clay 11 Figure 1: Pile driven into the soil in Muscat city.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A 600 mm diameter bored concrete pile is to be formed in the soil profile in some place in Muscat
shown in figure 1. Determine the ultimate bearing capacity of the pile for the embedded length
L1 and L2. Soil data for each student can be frond in the excel sheet.
Depth
(m)
Loose granular fill
Dense gravel
7
8
Glacial clay
11
Figure 1: Pile driven into the soil in Muscat city.
Transcribed Image Text:A 600 mm diameter bored concrete pile is to be formed in the soil profile in some place in Muscat shown in figure 1. Determine the ultimate bearing capacity of the pile for the embedded length L1 and L2. Soil data for each student can be frond in the excel sheet. Depth (m) Loose granular fill Dense gravel 7 8 Glacial clay 11 Figure 1: Pile driven into the soil in Muscat city.
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