地盤耐震②

Mon. Jul 12, 2021 4:30 PM - 6:00 PM 第9 (Zoom)

座長：脇中康太（熊本高等専門学校八代キャンパス）

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[12-9-5-01] Shaking table tests on level ground models simulating construction of sand compaction piles Part 1

*YABE HIROSHI¹, Kenji Harada¹, Hiroaki Umeda¹, Junichi Koseki², Yuto Kimura² (1. Fudo Tetra Corporation, 2. University of Tokyo)

[12-9-5-02] Shaking table tests on level ground models simulating construction of sand compaction piles Part 2

*YUTO KIMURA¹, Junichi Koseki¹, Kenji Harada², Hiroshi Yabe², Hiroaki Umeda² (1. The University of Tokyo, 2. Fudo Tetra Corporation)

[12-9-5-03] The effect of liquefaction countermeasures after the occurrence of local failure of lattice-based ground improvement

*Jun Kawamura¹, Tsutomu Namikawa², Kazuo Takehara³, Shintaro Ohno⁴ (1. Chemical Grouting CO.,LTD, 2. Shibaura institute of technology, 3. JIP Techno science corporation, 4. Kajima corporation)

[12-9-5-04] The effect of lattice wall on shear deformation characteristics of the liquefiable ground

*NAOKI NINOHIRA¹, Kenji Watanabe¹, Masahiro Ishikawa², Masatoshi Iijima³, Shingo Mihira³ (1. The university of Tokyo, 2. Tenox Corporation, 3. Integrated Geotechnology Institute Limited)

[12-9-5-05] Improvement effect of drain method to reduce the settlement of detached house during ground liquefaction

*YUANFENG SUN¹, Shotaro HIguchi¹, Atsushi Yashima¹, Keizo Kariya¹, Ryosuke Uzuoka³, Hiroshi Yokawa², Yasutoshi Ohno⁴ (1. Gifu university, 2. Chubu university, 3. Kyoto university, 4. Taiyo Kisokougyo )

[12-9-5-06] Application of static analysis for liquefaction-induced deformation to numerical investigation on super-levees subjected to L1 and L2 earthquakes
-Two-dimentional modeling and analysis-

*MAKIKO KOBAYASHI¹, Hiroki Uno¹, Hideki Funahara¹, Hiroyasu Ishii¹, Yusuke Tadano¹, Yasuhiro Ikami¹ (1. Taisei Corporation)

[12-9-5-07] Shaking table tests on embankment of small earth dam covered with bamboo for erosion countermeasure

*HIROSHI NAKAZAWA¹, Yutaka Sawada², Tomohiro Ishizawa³, Toru Danjo³ (1. Shizuoka Institute of Science and Technology, 2. Kobe University, 3. National Research Institute for Earth Science and Disaster Resilience)

[12-9-5-08] A stone wall stability analysis under seismic loads: A case study of Izushi-jyo castle (Toyo-oka, Hyogo)

*RYOTA Yamamoto YAMAMOTO¹, Kei Sandanbata¹, Taizou Kobayashi¹, Shozou Nishimura², Nobuaki Masui² (1. Ritsumeikan University, 2. Keisoku Research Consultant CO.)

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