第III部門

杭と基礎工 (1)

Thu. Sep 14, 2023 1:00 PM - 2:20 PM III-1 (広島大東広島キャンパス総合科学部講義棟Ｋ３０３)

Chair: Hidetoshi Nishioka

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1:00 PM - 1:10 PM

[III-16] Confirmation of fillability and bond strength of grouts used for steel pipe pile driving (Part.1)
-Grouting experiment using a large model-

*Kouki Okada¹, Kazuhiko Ueno¹, Tatsuya Emori¹, Toshihiro Miyazaki¹, Tomoya Yamamoto² (1. PENTA-OCEAN CONSTRUCTION, 2. TOA CORPORATION)

1:10 PM - 1:20 PM

[III-17] Confirmation of fillability of grout material and bond strength between grout material and steel pipe pile (Part 2)
-Pulling tests of steel pipe piles using large-scale testing device-

*Tatsuya Emori¹, Kazuhiko Ueno¹, Koki Okada¹, Toshihiro Miyazaki¹, Tomoya Yamamoto² (1. Penta-Ocean Construction Co.,Ltd, 2. Toa Corporation)

1:20 PM - 1:30 PM

[III-18] A fundamental study on the effect of the anchor pile type on seismic-resistant performance of sheet pile quay wall

*Tomohiro Nakahara¹, Toshiya Oda^2,3, Takashi Nagao³ (1. Penta-Ocean Construction Co., Ltd., 2. Chuo Fukken Consultants Co., Ltd., 3. Kobe University)

1:30 PM - 1:40 PM

[III-19] Experimental Study on the Depth Distribution of the Subgrade Reaction Modulus Change Ratio for Inclination Angles of Anchor Piles

*Toshiya Oda^1,2, Takashi Nagao² (1. Chuo Fukken Consultants Co., Ltd., 2. Kobe University)

1:40 PM - 1:50 PM

[III-20] Analytical study on the effect of maintaining tip closure of steel pipe piles with internal protrusions

*Kengo Suzuki¹, Kazumori Omae¹, Kazuhide Toda¹, Takaaki Nagaura¹ (1. NIPPON STEEL CORPORATION)

1:50 PM - 2:00 PM

[III-21] experimental study on the effect of excitation direction on structures by friction-joint piles

*Shouta Nomoto¹, Hrohumi Ikemoto¹, Satoshi Takisawa¹, Keita Abe² (1. East Japan Railway Company, 2. Nihon University)

2:00 PM - 2:10 PM

[III-22] Model Test on Separate Sheet Pile Reinforcement Method for Existing Pile Foundation

*Takatoshi Sagawa¹, Hidetoshi Nishioka², Tsubasa Ohata¹ (1. Chuo University Graduate School, 2. Chuo University)

Session information

杭と基礎工 (1)

[III-16] Confirmation of fillability and bond strength of grouts used for steel pipe pile driving (Part.1)
-Grouting experiment using a large model-

[III-17] Confirmation of fillability of grout material and bond strength between grout material and steel pipe pile (Part 2)
-Pulling tests of steel pipe piles using large-scale testing device-

[III-18] A fundamental study on the effect of the anchor pile type on seismic-resistant performance of sheet pile quay wall

[III-19] Experimental Study on the Depth Distribution of the Subgrade Reaction Modulus Change Ratio for Inclination Angles of Anchor Piles

[III-20] Analytical study on the effect of maintaining tip closure of steel pipe piles with internal protrusions

[III-21] experimental study on the effect of excitation direction on structures by friction-joint piles

[III-22] Model Test on Separate Sheet Pile Reinforcement Method for Existing Pile Foundation

Authentication

Session information

杭と基礎工 (1)

[III-16] Confirmation of fillability and bond strength of grouts used for steel pipe pile driving (Part.1)-Grouting experiment using a large model-

[III-17] Confirmation of fillability of grout material and bond strength between grout material and steel pipe pile (Part 2)-Pulling tests of steel pipe piles using large-scale testing device-

[III-18] A fundamental study on the effect of the anchor pile type on seismic-resistant performance of sheet pile quay wall

[III-19] Experimental Study on the Depth Distribution of the Subgrade Reaction Modulus Change Ratio for Inclination Angles of Anchor Piles

[III-20] Analytical study on the effect of maintaining tip closure of steel pipe piles with internal protrusions

[III-21] experimental study on the effect of excitation direction on structures by friction-joint piles

[III-22] Model Test on Separate Sheet Pile Reinforcement Method for Existing Pile Foundation

Authentication

[III-16] Confirmation of fillability and bond strength of grouts used for steel pipe pile driving (Part.1)
-Grouting experiment using a large model-

[III-17] Confirmation of fillability of grout material and bond strength between grout material and steel pipe pile (Part 2)
-Pulling tests of steel pipe piles using large-scale testing device-