液状化⑤

Tue. Jul 11, 2023 4:30 PM - 6:00 PM 第8会場 (413)

座長：石川敬祐（東京電機大学）

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[11-8-5-01] Study of liquefaction analysis depended on quality of ground improved by Premixing Method

*Yamashita Koyo¹, Tsutsumi Ayato¹, Katayama Yohei¹, Kasama Kiyonobu², Furukawa Zentaro² (1. PENTA-OCEAN CONSTRUCTION CO.,LTD., 2. Kyushu University)

[11-8-5-02] Effective stress analysis of seabed soil considering cyclic plastic behaviour under continuous wave loading

*Takumi Iijima¹, Toshihiro Noda¹, Tomohiro Toyoda¹ (1. Nagoya University)

[11-8-5-03] Reconsolidation behavior of K₀ consolidated granular materials after liquefaction -Numerical experiments by DEM-

*Takayuki Shibata¹, Motoki Kazama¹, Akiyoshi Kamura¹ (1. Tohoku University)

[11-8-5-04] Unconditional convergence of theoretical solution of u-p formulation in soil-water coupling analysis

*Tomohiro Toyoda¹, Noda Toshihiro¹ (1. Nagoya University)

[11-8-5-05] Evaluation of explanatory variable for the prediction of land subsidence due to liquefaction based on machine learning techniques

*Kazuki Karimai¹, Wen Liu², Yoshihisa Maruyama² (1. Graduate School of Science and Engineering, Chiba University, 2. Graduate School of Engineering, Chiba University)

[11-8-5-06] Occurrence mechanism of long-distance flow-landslide at extremely gentle slopes and the presence of pressurized groundwater

*Takashi Kiyota¹, Toshihiko Katagiri¹, Masataka Shiga², Hisashi Furuichi³, Koji Mori⁴ (1. IIS, University of Tokyo, 2. Nagaoka University of Technology, 3. Yachiyo Engineering, 4. Blue Earth Security)

[11-8-5-07] Evaluation of strain distribution in liquefied gently inclined sandy ground

*Tsuchiya Kiichi¹, Noriaki Sento² (1. Nihon University Graduate School, 2. Nihon University)

Session information

液状化⑤

[11-8-5-01] Study of liquefaction analysis depended on quality of ground improved by Premixing Method

[11-8-5-02] Effective stress analysis of seabed soil considering cyclic plastic behaviour under continuous wave loading

[11-8-5-03] Reconsolidation behavior of K₀ consolidated granular materials after liquefaction -Numerical experiments by DEM-

[11-8-5-04] Unconditional convergence of theoretical solution of u-p formulation in soil-water coupling analysis

[11-8-5-05] Evaluation of explanatory variable for the prediction of land subsidence due to liquefaction based on machine learning techniques

[11-8-5-06] Occurrence mechanism of long-distance flow-landslide at extremely gentle slopes and the presence of pressurized groundwater

[11-8-5-07] Evaluation of strain distribution in liquefied gently inclined sandy ground

Authentication

Session information

液状化⑤

[11-8-5-01] Study of liquefaction analysis depended on quality of ground improved by Premixing Method

[11-8-5-02] Effective stress analysis of seabed soil considering cyclic plastic behaviour under continuous wave loading

[11-8-5-03] Reconsolidation behavior of K0 consolidated granular materials after liquefaction -Numerical experiments by DEM-

[11-8-5-04] Unconditional convergence of theoretical solution of u-p formulation in soil-water coupling analysis

[11-8-5-05] Evaluation of explanatory variable for the prediction of land subsidence due to liquefaction based on machine learning techniques

[11-8-5-06] Occurrence mechanism of long-distance flow-landslide at extremely gentle slopes and the presence of pressurized groundwater

[11-8-5-07] Evaluation of strain distribution in liquefied gently inclined sandy ground

Authentication

[11-8-5-03] Reconsolidation behavior of K₀ consolidated granular materials after liquefaction -Numerical experiments by DEM-