Effect of Specimen Size on Quasi-Elastic Properties of Toyoura Sand in Hollow Cylinder Triaxial and Torsional Shear Tests

Geotechnical Testing Journal ◽

10.1520/gtj100022 ◽

2008 ◽

Vol 31 (2) ◽

pp. 100022

Author(s):

L. D. Suits ◽

T. C. Sheahan ◽

Nguyen HongNam ◽

Junichi Koseki ◽

Takeshi Sato

Keyword(s):

Elastic Properties ◽

Hollow Cylinder ◽

Specimen Size ◽

Shear Tests ◽

Torsional Shear ◽

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Effects of initial static shear on liquefaction and large deformation properties of loose saturated Toyoura sand in undrained cyclic torsional shear tests

SOILS AND FOUNDATIONS ◽

10.1016/j.sandf.2012.05.008 ◽

2012 ◽

Vol 52 (3) ◽

pp. 498-510 ◽

Author(s):

Gabriele Chiaro ◽

Junichi Koseki ◽

Takeshi Sato

Keyword(s):

Large Deformation ◽

Shear Tests ◽

Torsional Shear ◽

Deformation Properties ◽

Toyoura Sand ◽

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On the influence of initial static shear on large deformation behavior of very loose Toyoura sand in undrained cyclic torsional shear tests

Japanese Geotechnical Society Special Publication ◽

10.3208/jgssp.v04.j27 ◽

2016 ◽

Vol 4 (2) ◽

pp. 17-22 ◽

Author(s):

Muhammad Umar ◽

Gabriele Chiaro ◽

Takashi Kiyota

Keyword(s):

Large Deformation ◽

Deformation Behavior ◽

Shear Tests ◽

Torsional Shear ◽

Toyoura Sand ◽

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Strain localization characteristics of loose saturated Toyoura sand in undrained cyclic torsional shear tests with initial static shear

SOILS AND FOUNDATIONS ◽

10.1016/j.sandf.2012.07.016 ◽

2013 ◽

Vol 53 (1) ◽

pp. 23-34 ◽

Author(s):

Gabriele Chiaro ◽

Takashi Kiyota ◽

Junichi Koseki

Keyword(s):

Strain Localization ◽

Shear Tests ◽

Torsional Shear ◽

Toyoura Sand ◽

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Undrained Plane Strain Shear Tests on Saturated Sand Using a Hollow Cylinder Torsional Shear Apparatus

SOILS AND FOUNDATIONS ◽

10.3208/sandf.39.2_131 ◽

1999 ◽

Vol 39 (2) ◽

pp. 131-136 ◽

Author(s):

Mitsutoshi Yoshimine ◽

Recep Özay ◽

Atila Sezen ◽

Atilla Ansal

Keyword(s):

Plane Strain ◽

Hollow Cylinder ◽

Saturated Sand ◽

Shear Tests ◽

Torsional Shear

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A Hollow Cylinder Torsional Shear Device to Explore Behavior of Soils Subjected to Complex Rotation of Principal Stresses

Geotechnical Testing Journal ◽

10.1520/gtj20190394 ◽

2021 ◽

Vol 44 (6) ◽

pp. 20190394

Author(s):

R. Prasanna ◽

S. Sivathayalayan

Keyword(s):

Hollow Cylinder ◽

Principal Stresses ◽

Complex Rotation ◽

Torsional Shear

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Effect of Specimen Size on the Dynamic Properties of River Sand and Rubber Tire Shreds from Cyclic Triaxial and Cyclic Simple Shear Tests

Lecture Notes in Civil Engineering - Geotechnical Characterization and Modelling ◽

10.1007/978-981-15-6086-6_37 ◽

2020 ◽

pp. 453-465

Author(s):

B. R. Madhusudhan ◽

A. Boominathan ◽

Subhadeep Banerjee

Keyword(s):

Simple Shear ◽

Dynamic Properties ◽

Specimen Size ◽

Shear Tests ◽

Cyclic Triaxial ◽

Rubber Tire ◽

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UNDRAINED CYCLIC TORSIONAL SHEAR TESTS ON LIQUEFACTION RESISTANCE OF SAND UNDER SEQUENCED EARTHQUAKE MOTIONS

Journal of Japan Society of Civil Engineers Ser B3 (Ocean Engineering) ◽

10.2208/jscejoe.72.i_366 ◽

2016 ◽

Vol 72 (2) ◽

pp. I_366-I_371

Author(s):

Takaaki KOBAYASHI ◽

Shinji SASSA ◽

Keita WATANABE ◽

Hiroyuki YAMAZAKI

Keyword(s):

Shear Tests ◽

Liquefaction Resistance ◽

Torsional Shear

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Dynamic Flow Characteristics of Liquefied Sand Under the Extrema Large Deformation in the Cyclic Torsional Shear Tests

Proceedings of GeoShanghai 2018 International Conference: Advances in Soil Dynamics and Foundation Engineering ◽

10.1007/978-981-13-0131-5_35 ◽

2018 ◽

pp. 318-330

Author(s):

Haiyang Zhuang ◽

Qifei Liu ◽

Xuchao Xue ◽

Guoxing Chen

Keyword(s):

Large Deformation ◽

Flow Characteristics ◽

Dynamic Flow ◽

Shear Tests ◽

Torsional Shear

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Post-cyclic volumetric strain of calcareous sand using hollow cylindrical torsional shear tests

Soil Dynamics and Earthquake Engineering ◽

10.1016/j.soildyn.2019.05.030 ◽

2019 ◽

Vol 124 ◽

pp. 162-171 ◽

Author(s):

Habib Shahnazari ◽

Reza Rezvani ◽

Mohammad Amin Tutunchian

Keyword(s):

Volumetric Strain ◽

Shear Tests ◽

Calcareous Sand ◽

Torsional Shear

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Comparison of Liquefaction-Induced Ground Deformation Between Results from Undrained Cyclic Torsional Shear Tests and Observations From Previous Model Tests and Case Studies

SOILS AND FOUNDATIONS ◽

10.3208/sandf.50.421 ◽

2010 ◽

Vol 50 (3) ◽

pp. 421-429 ◽

Author(s):

Takashi Kiyota ◽

Junichi Koseki ◽

Takeshi Sato

Keyword(s):

Case Studies ◽

Ground Deformation ◽

Model Tests ◽

Previous Model ◽

Shear Tests ◽

Torsional Shear

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