Fundamentals of Geotechnical Engineering (MindTap Course List)
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN: 9781305635180
Author: Braja M. Das, Nagaratnam Sivakugan
Publisher: Cengage Learning
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Chapter 12, Problem 12.5P
To determine

Find the corrected penetration number (N1)60 using Skempton relationship.

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Following is the variation of the field standard penetration number  in a sand deposit:                             The groundwater table is located at a depth of 6 . Given: the dry unit weight of sand from 0 to a depth of 6  is 18 , and the saturated unit weight of sand for depth 6 to 12  is 20.2 . Using the equation   determine the average relative density of sand. (Enter your answer to three significant figures.) Average  =
The following table gives the variation of the field standard penetration number  in a sand deposit:                               The groundwater table is located at a depth of 12 . The dry unit weight of sand from 0 to a depth of 12  is 17.6 . Assume the mean grain size  of the sand deposit to be about 0.8 . Estimate the variation of the relative density with depth for sand. Use the equation   (Enter your answers to three significant figures.)
3. Following are the results of a standard penetration test in fine dry sand. N60 Depth (m) 1.5 7 13 3.0 18 4.5 22 6.0 7.5 24 For, the sand deposit, assume the mean grain size, D50, to be 0.26 mm and the unit weight of sand to be 15.5kN/m3. Estimate the variation of relative density with depth using the correlation developed by Cubrinovski and Ishihara. Assume pas100kN/m2. denined friction
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