ダム・堤防①

Wed. Jul 20, 2022 1:00 PM - 2:30 PM 第5会場 (中会議室301A（3階）)

座長：日外勝仁（土木研究所寒地土木研究所）

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[20-5-3-01] Verification of deformation restrain effect of an evenly spaced foundation drainage work

*Hiroki Nakamura¹, Takeshi Kodaka², Kyu.-Tae Lee³ (1. CTI Engineering, 2. Meijo University, 3. Nippon Koei)

[20-5-3-02] Geotechnical Characteristics of the Levee of the Mononobe River Revealed from the Excavation Survey Results

*Masanori Ishihara¹ (1. Public Works Research Institute)

[20-5-3-03] Observation of the influence of covering work and foundation drainage work during overflow by embankment model test

*Shoshi Natsume¹, Takeshi Kodaka¹, Hiroki Nakamura³, Taro Asano¹, Hiroki Goto¹, Keita Lee² (1. Meijo University, 2. Nippon Koei, 3. CTI Engineering)

[20-5-3-04] Application of sparse modeling in the prediction of water levels in river levees during floods

*KAWATA YUUKI¹, Yuji Takeshita¹, Miki Takasaki¹ (1. Okayama University)

[20-5-3-05] Soil structure evaluation of the bank material containing fine contents using by an elasto-plastic constitutive model

*Nanami Emoto¹, Kaoru Fujita², Junji Yamasita³, Takeshi Kodaka¹, Yuichi Kubo⁴, Keita Lee⁵ (1. Meijo University, 2. Central consultant, 3. Meijo University, 4. Geolabo-Chubu, 5. Nippon Koei)

[20-5-3-06] Effects of stifness of levee on the geometry and progression of backward erosion piping

*OHATA KEISUKE¹, Mitsu Okamura² (1. Okumura Corporation, 2. Ehime University)

[20-5-3-07] Piping countermeasure efficacy by the depth and position of a cutoff wall for a river levee

*SHONOSUKE SAKAKI¹, Hirotoshi Mori¹, Shota Miya^1,2 (1. Yamaguchi University, 2. Eight-Japan Engineering Consultants Inc.)

[20-5-3-08] Permeability evaluation of Kano River embankment by field permeability test and laboratory permeability test

*KUBO YUICHI¹, Takeshi Kodaka³, Keita Lee², Masanori Ishihara⁴, yudai Aoyagi⁴ (1. Geolabo-Chubu, 2. Nippon Koei, 3. Meijo University, 4. PWRI)

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