Mickyluv
Geotechnical
- Feb 3, 2004
- 2
I search through these forums a bit when I'm looking for ideas and you guys have some amazing solutions, so I thought I'd throw this question at you. I have this 20ft high embankment with 3:1 slopes built with fat clay (PI average 45). Over the years, the road surface has needed a lot of repair, probably due to shrink and swell. The site gets very dry in the summer and wet in the winter. I have been advised to utilize lime treatment on the slopes to keep the moisture level more constant within the embankment. Does anyone have experience with this working? I'm concerned that the exposed lime treated soil may crack or the lime eventually become ineffective. Are there better alternatives (i.e. line the banks with a geomembrane)? Thank you