砂質土・中間土ー強度

Tue. Jul 21, 2020 3:10 PM - 4:40 PM Room No. 1

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[21-1-4-01] Cyclic Strength and Deformation Characteristics of Volcanic Ash Soils Deposited in the Kumamoto District

*Ryu Shichijo¹, Hideo Nagase¹, Akihiko Hirooka¹, Nami Hidaka¹ (1. Kyusyu Institute of Technology)

[21-1-4-02] Effect of shear rate on strength and deformation characteristics of hydrate-bearing sediment under plane strain condition

*Qi Wu¹, Norimasa Yoshimoto¹, Shintaro Kajiyama¹, Yukio Nakata¹ (1. Yamaguchi University)

[21-1-4-03] An elasto-viscoplastic constitutive model considering soil cohesion effects by CO₂ hydrate and application for undrained triaxial creep tests of CO₂ hydrate bearing sand

*Masaki Yoshimoto¹, Sayuri Kimoto¹ (1. Kyoto University)

[21-1-4-04] Effects of particle shape on anisotropy of granular materials observed in shear wave velocities

Junming LIU¹, Yuichiro Kawaguchi¹, Masahide Otsubo¹, *Reiko Kuwano¹ (1. the University of Tokyo)

[21-1-4-05] The effect of disturbance of embankment soil of reservoirs on shear strength characteristics and that of stability evaluation of embankment of reservoirs

*Hirotoshi Kudo¹, Atsushi Koyama¹, Yoshinori Fukubayashi¹, Daisuke Suetsugu¹ (1. Miyazaki University)

[21-1-4-06] On the Liquefaction strength ratio by triaxial and torsional tests

*Fusao Oka^1,2,3, Akihiko Oshima⁴, Haruo Fukai⁵ (1. Association for disaster prevention research, 2. Kyoto univeristy, 3. LIQCA　Liquefaction Geo Research Institute, 4. Graduate school of Osaka city university, 5. Kisojiban　Consultants)

[21-1-4-07] The effect of outflow of fine particles on monotonic and cyclic shear behavior of sandy soil

*Masaki NAKANO¹, Shotaro Yamada², Takayuki Sakai¹, Koki Hirota¹ (1. Nagoya University, 2. Tohoku University)

Session information

砂質土・中間土ー強度

[21-1-4-01] Cyclic Strength and Deformation Characteristics of Volcanic Ash Soils Deposited in the Kumamoto District

[21-1-4-02] Effect of shear rate on strength and deformation characteristics of hydrate-bearing sediment under plane strain condition

[21-1-4-03] An elasto-viscoplastic constitutive model considering soil cohesion effects by CO₂ hydrate and application for undrained triaxial creep tests of CO₂ hydrate bearing sand

[21-1-4-04] Effects of particle shape on anisotropy of granular materials observed in shear wave velocities

[21-1-4-05] The effect of disturbance of embankment soil of reservoirs on shear strength characteristics and that of stability evaluation of embankment of reservoirs

[21-1-4-06] On the Liquefaction strength ratio by triaxial and torsional tests

[21-1-4-07] The effect of outflow of fine particles on monotonic and cyclic shear behavior of sandy soil

Authentication

Session information

砂質土・中間土ー強度

[21-1-4-01] Cyclic Strength and Deformation Characteristics of Volcanic Ash Soils Deposited in the Kumamoto District

[21-1-4-02] Effect of shear rate on strength and deformation characteristics of hydrate-bearing sediment under plane strain condition

[21-1-4-03] An elasto-viscoplastic constitutive model considering soil cohesion effects by CO2 hydrate and application for undrained triaxial creep tests of CO2 hydrate bearing sand

[21-1-4-04] Effects of particle shape on anisotropy of granular materials observed in shear wave velocities

[21-1-4-05] The effect of disturbance of embankment soil of reservoirs on shear strength characteristics and that of stability evaluation of embankment of reservoirs

[21-1-4-06] On the Liquefaction strength ratio by triaxial and torsional tests

[21-1-4-07] The effect of outflow of fine particles on monotonic and cyclic shear behavior of sandy soil

Authentication

[21-1-4-03] An elasto-viscoplastic constitutive model considering soil cohesion effects by CO₂ hydrate and application for undrained triaxial creep tests of CO₂ hydrate bearing sand