Session information

第VI部門

設計技術(2)

Chair:TATSUYA KOTANI

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[VI-50] Comparison of design and analytical study of large-diameter cast-in-situ concrete pile foundation on slope

〇Hideo YAMAMOTO¹, Kasumi IDE¹, Keiji YAMAZAKI², Naoki HAGIWARA³ (1.RETEC ENGINEERING, 2.KAJIMA CORPORATION, 3.Central Nippon Expressway Company )

[VI-51] Analytical study on the effect of adjacent piles on large-diameter cast-in-situ concrete pile foundation on slope

Kasumi IDE¹, Hideo YAMAMOTO¹, Keiji YAMAZAKI², Naoki HAGIWARA³, 〇Eichi KANATSUKA¹ (1.RETEC ENGINEERING, 2.KAJIMA CORPORATION, 3.Central Nippon Expressway Company)

[VI-52] Fundamental study on a simple evaluation method : the effect on the placement of stabilized body , based on the arc sliding method.

〇ETUKO TOKUYAMA¹, KOUTA KANNO¹, YASUHIKO OKOCHI² (1.KATO CONSTRUCTION CO., LTD, 2.NOM Co., Ltd.)

[VI-53] Analytical investigation of verification methods for the stabilized body stress between the steel members of the self supported earth retaining wall

〇yuta kume¹, Kouta Kanno¹, Yasuhiko Okochi² (1.KATO CONSTRUCTION CO.,LTD, 2.NOM Co.,Ltd)

[VI-54] First in Japan Construction of seismic resistant quay wall using pseudo gravity type structure.

〇Akira Sakaguchi¹ (1.Chubu Regional Bureau, Ministry of Land, Infrastructure, Transport and Tourism.)

[VI-55] Seismic Reinforcement Design to Prevent the Collision of Truss Bridge and Concrete Bridge

〇Rie Suzuki¹, Shintarou Io¹, Kenichi Tomi¹, Masayuki Arai¹ (1.Pacific Consultants)

[VI-56] Consideration on small scale bridge replacement with river improvement

〇Misaki Toyama¹, Naoya Fujimoto¹, Hideyuki Hino¹ (1.NIPPON ENGINEERING CONSULTANTS)

[VI-57] A design example of countermeasures for the sheet pile against lateral flow of liquefied ground

〇ANHNGOC LE¹, HIROYUKI CHIMURA¹, NISHIMAKI HIROAKI¹, IKEGAWA MASAYA¹ (1.Kajima Corporation)

[VI-58] Experience of construction of lateral flow countermeasure works by a jet cleat method of construction

〇yuta kawasaki¹, hiroaki nishimaki¹, kazunori yonemoti¹ (1.kajima Corporation )

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