Blast response and sensitivity analysis of segmental tunnel


Autoria(s): Koneshwaran, Sivalingam
Data(s)

2014

Resumo

This research treated the response of underground transportation tunnels to surface blast loads using advanced computer simulation techniques. The influences of important parameters, such as tunnel material, geometrical configuration of segments and surrounding soil were investigated. The findings of this research offer significant new information on the blast performance of underground tunnels and will contribute towards future civil engineering applications.

Formato

application/pdf

Identificador

http://eprints.qut.edu.au/78619/

Publicador

Queensland University of Technology

Relação

http://eprints.qut.edu.au/78619/1/Sivalingam_Koneshwaran_Thesis.pdf

Koneshwaran, Sivalingam (2014) Blast response and sensitivity analysis of segmental tunnel. PhD thesis, Queensland University of Technology.

Fonte

School of Civil Engineering & Built Environment; Science & Engineering Faculty

Palavras-Chave #Blast analysis #Surface explosion #Bored tunnel #Segments #Finite element method #Fully coupled analysis #Material models #cracks #Soil-Structure Interaction
Tipo

Thesis