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MCS,PHD
Argosy University/ Phoniex University/
Nov-2005 - Oct-2011
Professor
Phoniex University
Oct-2001 - Nov-2016
3.3 Refer to Figure P3.2. Use Eqs. (3.10) and (3.11) to determine the variation of OCR and preconsolidation pressure s9c.
3.4 Following is the variation of the field standard penetration number (N60) in a sand
deposit:
|
Depth (m) |
N60 |
|
1.5 |
6 |
|
3 |
8 |
|
4.5 |
9 |
|
6 |
8 |
|
7.9 |
13 |
|
9 |
14 |
The groundwater table is located at a depth of 6 m. Given: the dry unit weight of sand from 0 to a depth of 6 m is 18 kN/m3, and the saturated unit weight of sand for depth 6 to 12 m is 20.2 kN/m3. Use the relationship given in Eq. (3.13) to calculate the corrected penetration numbers.
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