P-1 A soil profile is shown in Figure along with the standard penetration numbers in the clay layer. Use provided equations to Dry sand y = 16.5 kN/m³ 1.5 m Groundwater table Sand 1.5 m N60 Ysat = 19 kN/m³ determine the variation of 1.5 m • 8 Cu and OCR and preconsolidation pressure o', with depth. What is the average value of c, and OCR? Clay Ysat = 16.8 kN/m³ 1.5 m * A•8 1.5 m • 9 1.5 m 10 Sand 0.689 0.29N72 Pa Си N60 OCR = 0.193 o = 0.47N60Pa 70.72 %3D %3D Shahid Chamran University of Abvaz
P-1 A soil profile is shown in Figure along with the standard penetration numbers in the clay layer. Use provided equations to Dry sand y = 16.5 kN/m³ 1.5 m Groundwater table Sand 1.5 m N60 Ysat = 19 kN/m³ determine the variation of 1.5 m • 8 Cu and OCR and preconsolidation pressure o', with depth. What is the average value of c, and OCR? Clay Ysat = 16.8 kN/m³ 1.5 m * A•8 1.5 m • 9 1.5 m 10 Sand 0.689 0.29N72 Pa Си N60 OCR = 0.193 o = 0.47N60Pa 70.72 %3D %3D Shahid Chamran University of Abvaz
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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