I am working on a soil research program (Correlation of undrained shear strength & CPT resistance) in the Midwest region of the United States. I would appreciate if someone could let me know the latest journals/ or research papers that is related with the Nkt (Cone Factor0 values and soil...
Hmm! But I think the borehole/ pole should be located in the NE quadrant. The dip should fall 70 degree on the right side of the stereonet from 90o, and for a pole you should count another 90 degree. After plotting the pole, turn the stereonet back to the original N.
In a 50 feet continuous footing, if we encountered with 12 feet length of sand fill (SW/SP) in the center of the subgrade, what would be your recommendation to stabilize the subgrade in this location.
The depth of the sand fill is not sure, but it is approximately around 10 feet deep...