Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/64116
Title: Numerical analysis in rock engineering 1 - rock bolt modelling
Authors: Tan, Woan Yi
Keywords: DRNTU::Engineering::Civil engineering
Issue Date: 2015
Abstract: Underground excavation and tunnelling have been the major consideration of most engineers as a solution for sustainable urban development globally. The understanding of rock responses and analytical data are vital for engineers particularly in this land scarce Singapore. There are numbers of projects under research namely the Underground Science City and Jurong Rock cavern Phase 2 in Singapore and these shows the great importance of the analysis and researches on underground development in this island country. This project aims to carry out numerical analysis to analyse the stability of underground rock caverns under static loads. Comparison between displacement and the stress in cavern with rock bolting and without rock bolting is being explored. On top of that, the time of installation of rock bolt will also be taken into considerations and comparisons are to be made. Discontinuous deformation analysis (DDA) has been widely applied in simulations of system of discontinuous blocks, and is used in this project to produce accurate and reliable results. Rock cavern models with size of 20 meters by 20 meters will be set up and simulated in DDA. Installation of rock bolt in the model will be carried out in this report to examine the rock bolt effect on the rock caverns stability.
URI: http://hdl.handle.net/10356/64116
Rights: Nanyang Technological University
Fulltext Permission: restricted
Fulltext Availability: With Fulltext
Appears in Collections:CEE Student Reports (FYP/IA/PA/PI)

Files in This Item:
File Description SizeFormat 
FYP Final Tan Woan Yi.pdf
  Restricted Access
3.87 MBAdobe PDFView/Open

Page view(s) 10

144
Updated on Nov 23, 2020

Download(s) 10

20
Updated on Nov 23, 2020

Google ScholarTM

Check

Items in DR-NTU are protected by copyright, with all rights reserved, unless otherwise indicated.