Back Analysis Technique for Slope Stabilization Works of Embankment Landslide Due to Foundation Instability
- 1 June 1998
- journal article
- Published by Elsevier BV in Soils and Foundations
- Vol. 38 (2), 1-15
- https://doi.org/10.3208/sandf.38.2_1
Abstract
No abstract availableThis publication has 3 references indexed in Scilit:
- Residual strength of clays in landslides, folded strata and the laboratoryGéotechnique, 1985
- Back analysis techniques for slope stabilization works: a case recordGéotechnique, 1977
- Long-Term Stability of Clay SlopesGéotechnique, 1964