The scheme below shows a continuous foundation with B = 2 m. Determine the gross ultimate load per unit length of the foundation. Use the Meyerhof bearing capacity and shape factors. Gross Qut G.S WANA 1.2m Sand ri = 17.5 kN/m3 C1 = OkPa Ø, = 40° B = 2m 1.5m Y2 = 16.5 kN/m C2 = 30 kPa Ø2 = 0 Saturated soft clay

The scheme below shows a continuous foundation with B = 2 m. Determine the gross ultimate load per unit length of the foundation. Use the Meyerhof bearing capacity and shape factors. Gross Qut G.S WANA 1.2m Sand ri = 17.5 kN/m3 C1 = OkPa Ø, = 40° B = 2m 1.5m Y2 = 16.5 kN/m C2 = 30 kPa Ø2 = 0 Saturated soft clay

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter6: Shallow Foundations: Ultimate Bearing Capacity

Section: Chapter Questions

Problem 6.6P: A 2.0 m wide continuous foundation carries a wall load of 350 kN/m in a clayey soil where = 19.0...

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