Seismic slope stability of a dike built on Singapore marine clay : a numerical study
An assessment of the seismic slope stability of a sand-filled dike built on soft coastal clay using pseudo-static analysis in PLAXIS 2D finite-element program is made, by comparing the static and dynamic factor of safety against sliding across 90 models representing 4 cases of interest. Sand dikes...
Saved in:
Main Author: | Goh, Clayder Kan Sheng |
---|---|
Other Authors: | Budi Wibawa |
Format: | Final Year Project |
Language: | English |
Published: |
2014
|
Subjects: | |
Online Access: | http://hdl.handle.net/10356/60020 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Institution: | Nanyang Technological University |
Language: | English |
Similar Items
-
Pseudostatic analysis for seismic slope stability of dike
by: Chong, Wan Yoon.
Published: (2013) -
Effects of the layers of foundation soil on the seismic response of dikes
by: Leo, Sin Chyuan
Published: (2015) -
Effect of a rectangular tunnel in the foundation soil on the seismic response of dikes
by: Teheri, Kelvin
Published: (2017) -
Effect of an arch-type tunnel in the foundation soil on the seismic response of dikes
by: Tan, Jian Ming
Published: (2017) -
Stability of unsaturated soil slopes under rainfall and seismic loading
by: Huang, Wengui
Published: (2018)