Redo Problem 3.5 using Eq. (3.14). Problem 3.5 Following is the variation of the field standard penetration
Question:
Redo Problem 3.5 using Eq. (3.14).
Problem 3.5
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.
Eq. (3.13)
Eq. (3.14)
Step by Step Answer:
Principles Of Foundation Engineering
ISBN: 9781337705028
9th Edition
Authors: Braja M. Das, Nagaratnam Sivakugan