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- Users: trey25624
- In Geotechnical engineering general discussion
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Subgrade Stabilization
I don't think this is a perched condition. The groundwater is just that high on this site.- trey25624
- Post #6
- Forum: Geotechnical engineering general discussion
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Subgrade Stabilization
I am looking to find a way to stabilize a soft subgrade for a large retail store parking lot. The site soil consists of saturated silty clay. Proof rolling indicates rut depths of about 4" in most places. What would be an appropriate fix for this? I was thinking several options. 1...- trey25624
- Thread
- Replies: 9
- Forum: Geotechnical engineering general discussion
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Pavement Replacement
I'm working on a job where we are redeveloping an existing gas station. Part of the scope is to replace all the asphalt on the job. This was due partly to the asphalt's condition, but mainly because I had to regrade the pavement to accomodate changes. I would like to avoid replacing the...- trey25624
- Thread
- Replies: 3
- Forum: Geotechnical engineering general discussion
