A dilatometer test was conducted in a sand deposit at a depth of 6 m. The groundwater table was located at a depth of 2 m below the ground surface. Given, for the sand: Y4 = 14.5 kN/m and yt = 19.8 kN/m³. The contact stress during the test was 260 kN/m². Estimate the soil friction angle, d'.

A dilatometer test was conducted in a sand deposit at a depth of 6 m. The groundwater table was located at a depth of 2 m below the ground surface. Given, for the sand: Y4 = 14.5 kN/m and yt = 19.8 kN/m³. The contact stress during the test was 260 kN/m². Estimate the soil friction angle, d'.

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter3: Natural Soil Deposits And Subsoil Exploration

Section: Chapter Questions

Problem 3.29P

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