地震時斜面・盛土防災②

Fri. Jul 22, 2022 10:45 AM - 12:15 PM 第11会場 (メインホールB（2階）)

座長：岩本演崇（日本工営）

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[22-11-2-01] Evaluation of dynamic slope stability against shallow sliding by centrifugal model test

*Shanzhi Tao¹, Atsushi Matsumoto¹, THIRAPONG PIPATPONGSA¹ (1. Kyoto University)

[22-11-2-02] Threshold energy for triggering slope failure in view of model shake table tests

*KOKUSHO TAKAJI¹ (1. Chuo University)

[22-11-2-03] Introduction and Parallelization of BiCGSTAB Method to Full
Implicit Discontinuous Deformation Analysis

*Tatsuki Tokuda¹, Ryota Hashimoto¹ (1. Hiroshima University)

[22-11-2-04] An Investigation of Prediction Method of Seismic Displacement due to a Slope Surface Failure by Newmark’s Method

*MURAKAMI HARUNA¹, Satoshi Murakami², Kazuya Yasuhara³, Tadao Enomoto³, Shinya Omori⁴, Hideyuki Asada⁴ (1. Fukuoka University Graduate School, 2. Fukuoka University, 3. Ibaraki University, 4. TOA Corporation)

[22-11-2-05] Effectiveness of soil nails in repairing damaged geogrid reinforced soil walls

*SHINYA OKAZAKI¹, YUKA YOSHIDA², JIRO KUWANO¹ (1. Saitama University, 2. Hirosehokyodo Inc)

[22-11-2-06] The Influence of Different Embankment Materials on the Effectiveness of Horizontal Drain Pipes Penetrated into Embankment Slopes in Suppressing Seismic Collapse

*YAMASHITA KOKI¹ (1. Kyushu Institute of Technology)

[22-11-2-07] Experimental and numerical investigations of hybrid type reinforcement for highway embankments under dynamic loading

*QIN CHENGJIONG¹, Hemanta Hazarika¹, Divyesh Mohanbahi Rohit¹ (1. Kyushu University)

Session information

地震時斜面・盛土防災②

[22-11-2-01] Evaluation of dynamic slope stability against shallow sliding by centrifugal model test

[22-11-2-02] Threshold energy for triggering slope failure in view of model shake table tests

[22-11-2-03] Introduction and Parallelization of BiCGSTAB Method to Full
Implicit Discontinuous Deformation Analysis

[22-11-2-04] An Investigation of Prediction Method of Seismic Displacement due to a Slope Surface Failure by Newmark’s Method

[22-11-2-05] Effectiveness of soil nails in repairing damaged geogrid reinforced soil walls

[22-11-2-06] The Influence of Different Embankment Materials on the Effectiveness of Horizontal Drain Pipes Penetrated into Embankment Slopes in Suppressing Seismic Collapse

[22-11-2-07] Experimental and numerical investigations of hybrid type reinforcement for highway embankments under dynamic loading

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Session information

地震時斜面・盛土防災②

[22-11-2-01] Evaluation of dynamic slope stability against shallow sliding by centrifugal model test

[22-11-2-02] Threshold energy for triggering slope failure in view of model shake table tests

[22-11-2-03] Introduction and Parallelization of BiCGSTAB Method to Full Implicit Discontinuous Deformation Analysis

[22-11-2-04] An Investigation of Prediction Method of Seismic Displacement due to a Slope Surface Failure by Newmark’s Method

[22-11-2-05] Effectiveness of soil nails in repairing damaged geogrid reinforced soil walls

[22-11-2-06] The Influence of Different Embankment Materials on the Effectiveness of Horizontal Drain Pipes Penetrated into Embankment Slopes in Suppressing Seismic Collapse

[22-11-2-07] Experimental and numerical investigations of hybrid type reinforcement for highway embankments under dynamic loading

Authentication

[22-11-2-03] Introduction and Parallelization of BiCGSTAB Method to Full
Implicit Discontinuous Deformation Analysis