水平抵抗

Wed. Jul 12, 2023 9:00 AM - 10:30 AM 第9会場 (414)

座長：足立有史（安藤ハザマ）

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[12-9-1-01] Effects of difference in the length of piles under the ground on horizontal resistance characteristics during scouring behind ground in a breakwater reinforced with steel pipe piles.

*Kentaro Ichinose¹, Yoshiaki Kikuchi², Masahiro Takahashi², Yusuke Mochida³ (1. Graduate School of Tokyo University of Science, 2. Tokyo University of Science, 3. Nippon Steel Corporation)

[12-9-1-02] Effect of pile embedded ratio Er on the resistance of pile subjected to repeated horizontal loads

*Gakuto TAKADA Takada¹, Yoshiaki Kikuchi², Syotaro Takayama² (1. Tokyo University of Science Graduate School, 2. Tokyo University of Science)

[12-9-1-03] Behavior of Soil Surface with Different Relative Densities of Sand Due to a Laterally Loaded Pile Based on Centrifugal Tests

*Mizuki Odagiri¹, Takatoshi Kiriyama¹, Yoshiharu Asaka¹, Yuka Yamato¹, Toshiyuki Iwai¹ (1. SHIMIZU Corporation)

[12-9-1-04] Study on horizontal resistance characteristics due to differences in load direction on symmetrical screw Pile foundations

*Ide Yuta¹, TAKAHIRO KUROKAWA¹, MAKOTO NAGATA¹, NORIYUKI YASUFUKU² (1. HINODE，LTD, 2. Kyushu　University)

[12-9-1-05] SELECTION OF PY CURVE FOR THE DESIGN OF LARGE DIAMETER PILE WALL EMBEDDED IN TO SOFT ROCK

*Shafi Sm¹, Jiro Takemura¹, Vijay Kunasegaram² (1. Tokyo Institute of Technology, 2. South Eastern University of Sri Lanka)

[12-9-1-06] DEM analysis on soil horizontal support mechanism of monopile subjected to cyclic lateral loading

*Shogo Ishii¹, Hirokazu Akagi¹ (1. Waseda University)

[12-9-1-07] Three-dimensional ground behavior analysis of steel piles
under repeated horizontal loading

*Inaba Yoshiki¹, Higo Yosuke¹, Kiriyama Takatoshi², Sugiyama Hirokazu² (1. Kyoto University, 2. Shimizu Corporation)

Session information

水平抵抗

[12-9-1-01] Effects of difference in the length of piles under the ground on horizontal resistance characteristics during scouring behind ground in a breakwater reinforced with steel pipe piles.

[12-9-1-02] Effect of pile embedded ratio Er on the resistance of pile subjected to repeated horizontal loads

[12-9-1-03] Behavior of Soil Surface with Different Relative Densities of Sand Due to a Laterally Loaded Pile Based on Centrifugal Tests

[12-9-1-04] Study on horizontal resistance characteristics due to differences in load direction on symmetrical screw Pile foundations

[12-9-1-05] SELECTION OF PY CURVE FOR THE DESIGN OF LARGE DIAMETER PILE WALL EMBEDDED IN TO SOFT ROCK

[12-9-1-06] DEM analysis on soil horizontal support mechanism of monopile subjected to cyclic lateral loading

[12-9-1-07] Three-dimensional ground behavior analysis of steel piles
under repeated horizontal loading

Authentication

Session information

水平抵抗

[12-9-1-01] Effects of difference in the length of piles under the ground on horizontal resistance characteristics during scouring behind ground in a breakwater reinforced with steel pipe piles.

[12-9-1-02] Effect of pile embedded ratio Er on the resistance of pile subjected to repeated horizontal loads

[12-9-1-03] Behavior of Soil Surface with Different Relative Densities of Sand Due to a Laterally Loaded Pile Based on Centrifugal Tests

[12-9-1-04] Study on horizontal resistance characteristics due to differences in load direction on symmetrical screw Pile foundations

[12-9-1-05] SELECTION OF PY CURVE FOR THE DESIGN OF LARGE DIAMETER PILE WALL EMBEDDED IN TO SOFT ROCK

[12-9-1-06] DEM analysis on soil horizontal support mechanism of monopile subjected to cyclic lateral loading

[12-9-1-07] Three-dimensional ground behavior analysis of steel pilesunder repeated horizontal loading

Authentication

[12-9-1-07] Three-dimensional ground behavior analysis of steel piles
under repeated horizontal loading