SPT tests were carried out in the silty sand layer at 3 m, 9 m and 12 m depths from the ground surface. Energy ratio has been accepted as 60%. The number of strokes for the experiment are listed below. Groundwater level is 2 m below ground level. Dry and water-saturated unit volume weights of the soil were determined as 18 kN / m3 and 19 kN / m3, respectively. Depth from the surface, (m) SPT-N60 3 4-6-8 9 7 -9-11 12 10-11-13 Which of the following is the corrected (N1) 60 value at a depth of 12 meters

SPT tests were carried out in the silty sand layer at 3 m, 9 m and 12 m depths from the ground surface. Energy ratio has been accepted as 60%. The number of strokes for the experiment are listed below. Groundwater level is 2 m below ground level. Dry and water-saturated unit volume weights of the soil were determined as 18 kN / m3 and 19 kN / m3, respectively. Depth from the surface, (m) SPT-N60 3 4-6-8 9 7 -9-11 12 10-11-13 Which of the following is the corrected (N1) 60 value at a depth of 12 meters

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter6: Hydraulic Conductivity

Section: Chapter Questions

Problem 6.7P

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