Slope stability assessment of layered soil


Autoria(s): LIM, KELVIN KAH WEE
Contribuinte(s)

Li, An-Jui

Data(s)

01/02/2016

Resumo

This thesis investigates the stability of fill slopes and presents the results in the form of convenient slope stability charts. Additionally, a probabilistic analysis, which can provide a more accurate interpretation of slope safety is also adopted. Finally, a neural network tool for quick slope assessment is also successfully developed.

Identificador

http://hdl.handle.net/10536/DRO/DU:30088947

Idioma(s)

eng

Publicador

Deakin University, Faculty of Science, Engineering and Built Environment, School of Engineering

Relação

http://dro.deakin.edu.au/eserv/DU:30088947/lim-agreement-2016.pdf

http://dro.deakin.edu.au/eserv/DU:30088947/lim-slopestability-2016A.pdf

Direitos

The Author. All Rights Reserved

Palavras-Chave #Civil engineering #Geology #geotechnical engineering #Soil profiles #neural networks
Tipo

Thesis