直接基礎

Mon. Jul 12, 2021 10:45 AM - 12:15 PM 第8 (Zoom)

座長：眞鍋啓輔（戸田建設）

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[12-8-2-01] Bearing capacity and failure mechanism of vertically loaded shallow rectangular footing by 3D rigid plastic FEM, ver.1

*YUKI YAMAKURI¹, Ryo Ueda², Shun-ichi Kobayashi¹ (1. Kanazawa University, 2. Okumura Corporation)

[12-8-2-02] Bearing capacity and failure mechanism of vertically loaded shallow rectangular footing by 3D rigid plastic FEM, ver.2

*Ryo Ueda², Yuki Yamakuri¹, Shun-ichi Kobayashi¹ (1. Kanazawa University, 2. Okumura Corporation)

[12-8-2-03] Size effect of footing on ultimate bearing capacity formula for c-φ soils

*TAHIR IQBAL¹, SATORU OHTSUKA¹, KOICHI ISOBE², YUTAKA FUKUMOTO¹ (1. Nagaoka University of Technology, Japan, 2. Hokkaido University)

[12-8-2-04] Horizontal reciprocal loading focusing on vertical displacement of spread foundation during earthquake

*soki kawada¹, Hidetoshi Nishioka¹ (1. Chuo University)

[12-8-2-05] Shaking table tests on a liquefaction damage mitigation measure for small-scale structures by using gabion and geogrid

*HIROYUKI ARAKI¹, Shinya Iizuka¹ (1. Kagawa University)

[12-8-2-06] The influence of characteristics of the bearing capacity of the foundation structure by close to the underground structure

*Mitsuki Taniguchi¹, Yuki Yamakuri², Shun-ichi Kobayashi² (1. Hokuden Engineering Consultants Co., 2. Kanazawa University)

[12-8-2-07] A study of bearing capacity of scoured foundation ~ a consideration of resistance mechanism by an experiment with aluminum rods ~

*YUNA SASAKI¹, Hidetoshi Nishioka¹ (1. Chuo University)

[12-8-2-08] An Efficient Use of Regenerated Concrete Crushed Stone as Bearing Stratum for Low-rise Building

*SAHARA MAMORU¹, ONO SHIGERU¹, TSUMIYAMA YU¹, IKEDA MICHIHARU², NARUMI NAONOBU², KOBAYASHI MAKOTO³ (1. Obayashi Corp., 2. Marine Engineering Co.,Ltd., 3. Suntech Corp.)

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