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Figure 2.14a shows the soil profile for the top 9 m at a site, where the water table is at a depth of 5 m below the ground level. The top 3 m consists of dry silty gravel with a unit weight of 17.9 kN/m³. The next 6 m consists of sand where the unit weights above and below the water table are 17.0 kN/m and 19.5 kN/m', respectively. Plot the variations of the total stress, effective stress, and pore water pressure with depth for the soil profile. GL 3 m Silty gravel 2 m 4 m Sand FIGURE 2.14a

Figure 2.14a shows the soil profile for the top 9 m at a site, where the water table is at a depth of 5 m below the ground level. The top 3 m consists of dry silty gravel with a unit weight of 17.9 kN/m³. The next 6 m consists of sand where the unit weights above and below the water table are 17.0 kN/m and 19.5 kN/m', respectively. Plot the variations of the total stress, effective stress, and pore water pressure with depth for the soil profile. GL 3 m Silty gravel 2 m 4 m Sand FIGURE 2.14a

Fundamentals of Geotechnical Engineering (MindTap Course List)
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter9: Consolidation
Section: Chapter Questions
Problem 9.20CTP
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Figure 2.14a shows the soil profile for the top 9 m at a site, where the water table is at a depth of 5 m below the ground level. The top 3 m consists of dry silty gravel with a unit weight of 17.9 kN/m³. The next 6 m consists of sand where the unit weights above and below the water table are 17.0 kN/m and 19.5 kN/m', respectively. Plot the variations of the total stress, effective stress, and pore water pressure with depth for the soil profile. GL 3 m Silty gravel 2 m 4 m Sand FIGURE 2.14a
Transcribed Image Text:Figure 2.14a shows the soil profile for the top 9 m at a site, where the water table is at a depth of 5 m below the ground level. The top 3 m consists of dry silty gravel with a unit weight of 17.9 kN/m³. The next 6 m consists of sand where the unit weights above and below the water table are 17.0 kN/m and 19.5 kN/m', respectively. Plot the variations of the total stress, effective stress, and pore water pressure with depth for the soil profile. GL 3 m Silty gravel 2 m 4 m Sand FIGURE 2.14a
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