Q-f Calculate the settlement of the bridge pier shown in Fig. Q-f (page 3) due to primary consolidation of the clay. The bridge load imposes an approximate vertical stress increase at the center of the clay layer of 150 kPa. 9 m 1 m 1 m 12 MN Pier: 3 m x 10 m 3 m 5 m Dense sand e = 0.45 E' = 55 MPa v' = 0.35 $' = 36° Normally consolidated clay eo = 0.85 E' = 15 MPa Sand and gravel Cc = 0.3 (su) f = 40 kPa v' = 0.25, vμ = 0.45 c = 30°

Q-f Calculate the settlement of the bridge pier shown in Fig. Q-f (page 3) due to primary consolidation of the clay. The bridge load imposes an approximate vertical stress increase at the center of the clay layer of 150 kPa. 9 m 1 m 1 m 12 MN Pier: 3 m x 10 m 3 m 5 m Dense sand e = 0.45 E' = 55 MPa v' = 0.35 $' = 36° Normally consolidated clay eo = 0.85 E' = 15 MPa Sand and gravel Cc = 0.3 (su) f = 40 kPa v' = 0.25, vμ = 0.45 c = 30°

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter8: Stresses In A Soil Mass

Section: Chapter Questions

Problem 8.25P: Refer to Figure 8.27. The flexible area is uniformly loaded. Given: q = 300 kN/m2. Determine the...

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