Undrained plane strain shear tests on saturated sand using a hollow cylinder torsional shear apparatus

Mltsutoshi Yoshimine; Recep Özay; Atila Sezen; Atilla Ansal

doi:10.3208/sandf.39.2_131

Undrained plane strain shear tests on saturated sand using a hollow cylinder torsional shear apparatus

Mltsutoshi Yoshimine^*
, Recep Özay
, Atila Sezen
, Atilla Ansal

^*Corresponding author for this work

Department of Civil Engineering

Tokyo Metropolitan University
Istanbul Technical University

Research output: Contribution to journal › Article › peer-review

19 Citations (Scopus)

Abstract

A hollow cylinder torsional shear apparatus was modified and improved so that automatic stress-strain control and measurements were possible. Using this apparatus, a series of undrained plane strain shear tests was conducted on sand, and stress-strain behavior, such as rotation of principal stresses, shifting of the magnitude of intermediate principal stresses, and variation of normal stresses and strains, were closely examined. An attempt was also made to compare the plane strain shear behavior with the undrained shear behavior of sand in simple shear conditions.

Original language	English
Pages (from-to)	131-136
Number of pages	6
Journal	Soils and Foundations
Volume	39
Issue number	2
DOIs	https://doi.org/10.3208/sandf.39.2_131
Publication status	Published - 1999

Keywords

Consolidated undrained shear
Liquefaction
Plane strain
Sand
Stress path (IGC: D6)

Access to Document

10.3208/sandf.39.2_131

Cite this

@article{e3bb030370844fda957182e01146c13c,

title = "Undrained plane strain shear tests on saturated sand using a hollow cylinder torsional shear apparatus",

abstract = "A hollow cylinder torsional shear apparatus was modified and improved so that automatic stress-strain control and measurements were possible. Using this apparatus, a series of undrained plane strain shear tests was conducted on sand, and stress-strain behavior, such as rotation of principal stresses, shifting of the magnitude of intermediate principal stresses, and variation of normal stresses and strains, were closely examined. An attempt was also made to compare the plane strain shear behavior with the undrained shear behavior of sand in simple shear conditions.",

keywords = "Consolidated undrained shear, Liquefaction, Plane strain, Sand, Stress path (IGC: D6)",

author = "Mltsutoshi Yoshimine and Recep {\"O}zay and Atila Sezen and Atilla Ansal",

year = "1999",

doi = "10.3208/sandf.39.2\_131",

language = "English",

volume = "39",

pages = "131--136",

journal = "Soils and Foundations",

issn = "0038-0806",

publisher = "Elsevier B.V.",

number = "2",

}

TY - JOUR

T1 - Undrained plane strain shear tests on saturated sand using a hollow cylinder torsional shear apparatus

AU - Yoshimine, Mltsutoshi

AU - Özay, Recep

AU - Sezen, Atila

AU - Ansal, Atilla

PY - 1999

Y1 - 1999

N2 - A hollow cylinder torsional shear apparatus was modified and improved so that automatic stress-strain control and measurements were possible. Using this apparatus, a series of undrained plane strain shear tests was conducted on sand, and stress-strain behavior, such as rotation of principal stresses, shifting of the magnitude of intermediate principal stresses, and variation of normal stresses and strains, were closely examined. An attempt was also made to compare the plane strain shear behavior with the undrained shear behavior of sand in simple shear conditions.

AB - A hollow cylinder torsional shear apparatus was modified and improved so that automatic stress-strain control and measurements were possible. Using this apparatus, a series of undrained plane strain shear tests was conducted on sand, and stress-strain behavior, such as rotation of principal stresses, shifting of the magnitude of intermediate principal stresses, and variation of normal stresses and strains, were closely examined. An attempt was also made to compare the plane strain shear behavior with the undrained shear behavior of sand in simple shear conditions.

KW - Consolidated undrained shear

KW - Liquefaction

KW - Plane strain

KW - Sand

KW - Stress path (IGC: D6)

UR - https://www.scopus.com/pages/publications/23444454528

U2 - 10.3208/sandf.39.2_131

DO - 10.3208/sandf.39.2_131

M3 - Article

AN - SCOPUS:23444454528

SN - 0038-0806

VL - 39

SP - 131

EP - 136

JO - Soils and Foundations

JF - Soils and Foundations

IS - 2

ER -

Undrained plane strain shear tests on saturated sand using a hollow cylinder torsional shear apparatus

Abstract

Keywords

Access to Document

Other files and links

Fingerprint

Cite this