drt
Geotechnical
- Mar 15, 2002
- 13
Hello,
Does anybody have any information or technical references for usage of deep soil mixing to stabilize a landslide ?
We initially proposed to use tiebacks to provide an acceptable factor of safety but other have proposed creating a series of 5 foot diameter soil-cement columns through the rupture surface near the toe of slope. The columns would be creating by advancing a large drill to the required depth and mixing in cement and building the column from bottom to top.
Does anybody have any information or technical references for usage of deep soil mixing to stabilize a landslide ?
We initially proposed to use tiebacks to provide an acceptable factor of safety but other have proposed creating a series of 5 foot diameter soil-cement columns through the rupture surface near the toe of slope. The columns would be creating by advancing a large drill to the required depth and mixing in cement and building the column from bottom to top.