洋上風力の最新の展開と今後の展望

Tue. Jul 23, 2024 8:50 AM - 12:15 PM Room 3 (Art Hotel Asahikawa Ball Room II)

座長:土田孝(広島大学名誉教授　土田地盤工学研究所)　
副座長:水野健太(若築建設（株）技術研究所)

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[DS-7-01] Research Report of Research Committee on Geotechnical
Frontier of Coastal and Harbour Engineering: Review of PISA
project

*MORIKAWA YOSHIYUKI¹, HAILONG WANG², SEIYA ANATA³ (1. NATIONAL INSTITUTE OF MARITIME, PORT & AVIATION TECHNOLOGY, 2. WASEDA UNIVERSITY, 3. TOKYO GAS CO.,LTD)

[DS-7-02] Research Report of Research Committee on Geotechnical Frontier of Coastal and Harbour Engineering: Review of Foreign and Domestic Standards for monopile foundations of W.P.F.

*Nobutaka YAMAMOTO¹, Shogo Aoyama², Jun Tanaka² (1. Kaiyo Geomechanics, 2. Kisojiban Consultants)

[DS-7-03] Literature review of laboratory testing and sounding (CPTU) for fixed offshore wind power

*NAOKI YOSHIIZUMI¹ (1. Kawasaki Geological Engineering Co., Ltd.)

[DS-7-04] Literature review and future of model tests for offshore wind power

*HIDENORI TAKAHASHI¹, Takehiro Tsuchida² (1. Port and Airport Research Institute, 2. Ecoh)

[DS-7-05] Review of Conventional Studies on Construction of Substructure of Offshore Wind Power Facilities

*Takahiro Kumagai¹, Kazuhiro Tsurugasaki², Takatoshi Noguchi³ (1. Penta-Ocean Construction Co., Ltd., 2. Toyo Construction Co., Ltd., 3. Waterfront Vitalization and Environment Research Foundation)

[DS-7-06] Review of Domestic Research Trends on Scour Countermeasures for Foundations of Offshore Wind Power Facilities Based on Literature Survey

*Kenta Mizuno¹, Kazuhiro Tsurugasaki², Kousei Kawata², Takahiro Kumagai³ (1. Wakachiku Construction Co., Ltd., 2. Toyo Construction Co., Ltd., 3. Penta-Ocean Construction Co., Ltd.)

[DS-7-07] Review of research trends on geology and geo-risk of seabed soils based on literature survey

*KOSEI KAWATA¹, Junji Miyamoto¹, Kazuhiro Tsurugasaki¹, Jun Tanaka² (1. Toyo Construction Co., Ltd., 2. Kiso-Jiban Consultants Co., Ltd.)

[DS-7-08] Tsunami characteristics and submarine slope failure observed in
Toyama Bay during the 2024 Noto Peninsula Earthquake

*Hiromasa Iwai¹ (1. Graduate School, Kyoto University)

[DS-7-09] Application of PISA design method to Japanese ground (Part 1)

*TAKESHI FUKASAWA¹, Hiroyuki Shimizu², Yohei Shiratori² (1. Mitsubishi Corporation Offshore Wind Ltd., 2. C-Tech Corporation)

[DS-7-10] Application of PISA design method to Japanese ground (Part 2)
-Ground investigation (Choshi)-

Takeshi Fukasawa¹, Hiroshi Hirabayashi¹, Ichiro Takami², *Kazuhiro Motoshima³, Shun Sato³, Akeshi Hiraide³ (1. Mitsubishi Corporation Offshore Wind, 2. C-Tech, 3. OYO Corporation)

[DS-7-11] Application of PISA design method to Japanese ground (Part 3)
-Ground investigation (Ogata)-

Takeshi Fukasawa¹, Hiroshi Hirabayashi¹, Yuki Torii², *Shun Sato³, Kazuhiro Motoshima³, Akeshi Hiraide³ (1. Mitsubishi Corporation Offshore Wind, 2. C-Tech, 3. OYO Corporation)

[DS-7-12] Application of PISA design method to Japanese ground (Part 4) - Vertical load test on piles -

*ATSUSHI NAKAYAMA³, Takeshi Fukasawa¹, Hiroshi Hirabayashi¹, Takami Ichiro², Torii Yuki², Kousaku Takano³, Masahiro Yoshikuni³, Masayuki Ohno³ (1. Mitsubishi Corporation Offshore Wind Ltd., 2. C-Tech, 3. Jibanshikenjo Co. Ltd.)

[DS-7-13] Application of PISA design method to Japanese ground (Part 5) - Lateral load test on piles -

*MASAYUKI OHNO¹, Takeshi Fukasawa², Hiroshi Hirabayashi², Ichiro Takami³, Yuki Torii³, Shuichi Kamei¹, Masahiro Yoshikuni¹, Atsushi Nakayama¹ (1. Jibanshikenjo Co. Ltd., 2. Mitsubishi Corporation Offshore Wind Ltd., 3. C-Tech Corporation)

[DS-7-14] Application of PISA design method to Japanese ground (Part6)
– Back analysis of horizontal loading tests of monopiles –

*KANTA OHISHI³, Takeshi Fukazawa¹, Hiroshi Hirabayashi¹, Yusuke Watanabe², Masaaki Katagiri³, Shirou Murakawa³ (1. Mitsubishi Corporation Offshore Wind, 2. C-TECH CORPORATION., 3. Nikken Sekkei Ltd.)

[DS-7-15] Application of PISA design method to Japanese ground (Part 7) - Scale effect -

*HIROSHI HIRABAYASHI¹, TAKESHI FUKASAWA¹, YUSKE WATANABE² (1. Mitsubishi Corporation Offshore Wind, 2. C-Tech)

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