Incorect Consider the soil system shown below. 1m Water Fine 4m k 2 x 10 mm sand Coarse 4m silt k = 4 x 10 mm/s Fine silt 4m k 2 x 10 mm/s Datum Beneath the fine silt layer there is stratum of water-bearing gravel with a water pressure of 155 kPa. The surface of the sand is flooded with water to a depth of 1m. The excess hydrostatic head at the fine sand/coarse silt interface is cm. Your Ans 32 15 17

Incorect Consider the soil system shown below. 1m Water Fine 4m k 2 x 10 mm sand Coarse 4m silt k = 4 x 10 mm/s Fine silt 4m k 2 x 10 mm/s Datum Beneath the fine silt layer there is stratum of water-bearing gravel with a water pressure of 155 kPa. The surface of the sand is flooded with water to a depth of 1m. The excess hydrostatic head at the fine sand/coarse silt interface is cm. Your Ans 32 15 17

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter6: Soil Compaction

Section: Chapter Questions

Problem 6.15P

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