Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/12208
Title: Strain softening and instability of sand under plane-strain conditions
Authors: Wanatowski, Dariusz
Keywords: DRNTU::Engineering::Civil engineering::Geotechnical
Issue Date: 2005
Source: Wanatowski, D. (2005). Strain softening and instability of sand under plane-strain conditions. Doctoral thesis, Nanyang Technological University, Singapore.
Abstract: A comprehensive experimental study on the strain softening and instability behaviour of granular soil under plane-strain conditions is presented in this thesis. A new plane-strain apparatus was developed and used in this study. The study was carried out by conducting specialised plane-strain tests on a marine dredged sand. Based on several series of drained and undrained tests, the drained and undrained characteristics of the sand under plane-strain conditions were determined. It was shown that the critical state line under the plane-strain condition is different from that under the triaxial condition. The strain softening behaviour of sand was investigated using strain path testing method. Two types of strain softening, material softening and banding softening were identified.
URI: https://hdl.handle.net/10356/12208
DOI: 10.32657/10356/12208
Rights: Nanyang Technological University
Fulltext Permission: open
Fulltext Availability: With Fulltext
Appears in Collections:CEE Theses

Files in This Item:
File Description SizeFormat 
CEE-THESES_48.pdf18.96 MBAdobe PDFThumbnail
View/Open

Page view(s) 10

545
Updated on May 13, 2021

Download(s) 10

295
Updated on May 13, 2021

Google ScholarTM

Check

Altmetric


Plumx

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