Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/12053
Title: Behaviour of reinforced embankment on soft ground and reliablity analysis
Authors: Xu, Bo
Keywords: DRNTU::Engineering::Civil engineering::Geotechnical
Issue Date: 2006
Source: Xu, B. (2006). Behaviour of reinforced embankment on soft ground and reliablity analysis. Doctoral thesis, Nanyang Technological University, Singapore.
Abstract: Stability analysis of slopes or embankments is greatly affected by uncertainty of soil properties. The current design practice is based on the factor of safety which cannot directly reflect the input uncertainty. Probabilistic stability analysis is a rational way to incorporate uncertainty in the design procedure. Unfortunately, most geotechnical engineers are reluctant to adopt probabilistic techniques. The objective of this study is to provide a practical approach to integrate probabilistic analysis in the stability evaluation of reinforced embankments on soft ground.
URI: https://hdl.handle.net/10356/12053
DOI: 10.32657/10356/12053
Schools: School of Civil and Environmental Engineering 
Rights: Nanyang Technological University
Fulltext Permission: open
Fulltext Availability: With Fulltext
Appears in Collections:CEE Theses

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