Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/71989
Full metadata record
DC FieldValueLanguage
dc.contributor.authorKiong, Kaixin
dc.date.accessioned2017-05-23T06:57:22Z
dc.date.available2017-05-23T06:57:22Z
dc.date.issued2017
dc.identifier.urihttp://hdl.handle.net/10356/71989
dc.description.abstractSlope stability can be analyzed in many ways. One of the most common analyses is using Limit Equilibrium Methods (LEM). LEM includes Bishop Simplified Method, Spencer Method and Ordinary Method of Slices. The methods of analysis are based on different assumptions made and thus different Factor of Safety (FOS) will be computed. This project makes use of different methods of analysis on two case studies, and using the methods to make comparison between results. Computer program Slide7.0 is used to compute FOS for slope stability studies. Slope stabilization techniques and remedial measures are also discussed, as it is important in enhancing slope stability. The type of prevention techniques are chosen in accordance to the soil properties and exposed conditions to deem if they are suitable.en_US
dc.format.extent34 p.en_US
dc.language.isoenen_US
dc.rightsNanyang Technological University
dc.subjectDRNTU::Engineering::Civil engineering::Geotechnicalen_US
dc.titleCase studies and stability analyses of soil slopeen_US
dc.typeFinal Year Project (FYP)en_US
dc.contributor.supervisorLow Bak Kongen_US
dc.contributor.schoolSchool of Civil and Environmental Engineeringen_US
dc.description.degreeBachelor of Engineering (Civil)en_US
item.fulltextWith Fulltext-
item.grantfulltextrestricted-
Appears in Collections:CEE Student Reports (FYP/IA/PA/PI)
Files in This Item:
File Description SizeFormat 
Download File.pdf
  Restricted Access
3.98 MBAdobe PDFView/Open

Page view(s)

166
Updated on Jun 21, 2021

Download(s) 50

24
Updated on Jun 21, 2021

Google ScholarTM

Check

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