杭基礎ほか　④

Thu. Jul 13, 2023 2:45 PM - 4:15 PM 第9会場 (414)

座長：濱健太郎（大成建設）

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[13-9-4-01] Analysis of subsoil behavior during steel pipe penetration considering structure-ground interaction by Material Point
Method.

*Gengo Kamamori¹, Yudai Takegawa¹, Yosuke Higo¹, Takatoshi Kiriyama² (1. Kyoto University, 2. Shimizu Coporation)

[13-9-4-02] Estimation of Natural Frequency of Large Model Pier
by Measuring Microtremors during Side Excavation

*Akatsuka Yosuke¹, Aki Suzuki¹, Hiroki Iri¹, Satoshi Watanabe¹ (1. Railway Technical Research Institute)

[13-9-4-03] Estimation of Natural Frequency of Large Model Pier by Measuring Microtremors during Bottom Excavation

*Suzuki SUZUKI Aki¹, Yosuke AKATSUKA¹, Hiroki IRI¹, Satoshi WATANABE¹ (1. Railway Technical Research Institute)

[13-9-4-04] Development of a Stiffness Evaluation Method Using a Response Acceleration Waveforms of Machine digging

*Noriji Ayana¹, Taiki Shimbo¹, Naoto Watanabe², Takuji Yamamoto³ (1. National Institute of Technology, Ishikawa College, 2. KFC Ltd., 3. Adv. Construction Technology Center)

[13-9-4-05] An expansion of the Winkler model for dynamic pile responses under conditions of low-frequency lateral excitation

*Nobuhide Narita¹ (1. Toda Co.)

[13-9-4-06] Comparison between Estimated and Measured Depth of Bearing Stratum with Large Unevennes

*Rihito Kojima¹, Yoshinori Hagiwara¹ (1. Obayashi Corporation)

[13-9-4-07] Penetration model test of a rotary penetration steel pile with a drill bit at the tip

*Ohmae Kazumori¹, Suzuki Kengo¹, Toda Kazuhide¹, Nagaura Takaaki¹ (1. Nippon Steel Corporation)

Session information

杭基礎ほか　④

[13-9-4-01] Analysis of subsoil behavior during steel pipe penetration considering structure-ground interaction by Material Point
Method.

[13-9-4-02] Estimation of Natural Frequency of Large Model Pier
by Measuring Microtremors during Side Excavation

[13-9-4-03] Estimation of Natural Frequency of Large Model Pier by Measuring Microtremors during Bottom Excavation

[13-9-4-04] Development of a Stiffness Evaluation Method Using a Response Acceleration Waveforms of Machine digging

[13-9-4-05] An expansion of the Winkler model for dynamic pile responses under conditions of low-frequency lateral excitation

[13-9-4-06] Comparison between Estimated and Measured Depth of Bearing Stratum with Large Unevennes

[13-9-4-07] Penetration model test of a rotary penetration steel pile with a drill bit at the tip

Authentication

Session information

杭基礎ほか ④

[13-9-4-01] Analysis of subsoil behavior during steel pipe penetration considering structure-ground interaction by Material PointMethod.

[13-9-4-02] Estimation of Natural Frequency of Large Model Pierby Measuring Microtremors during Side Excavation

[13-9-4-03] Estimation of Natural Frequency of Large Model Pier by Measuring Microtremors during Bottom Excavation

[13-9-4-04] Development of a Stiffness Evaluation Method Using a Response Acceleration Waveforms of Machine digging

[13-9-4-05] An expansion of the Winkler model for dynamic pile responses under conditions of low-frequency lateral excitation

[13-9-4-06] Comparison between Estimated and Measured Depth of Bearing Stratum with Large Unevennes

[13-9-4-07] Penetration model test of a rotary penetration steel pile with a drill bit at the tip

Authentication

杭基礎ほか　④

[13-9-4-01] Analysis of subsoil behavior during steel pipe penetration considering structure-ground interaction by Material Point
Method.

[13-9-4-02] Estimation of Natural Frequency of Large Model Pier
by Measuring Microtremors during Side Excavation