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 - http://www.scopus.com/inward/record.url?scp=23444454528&partnerID=8YFLogxK
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 -