第III部門

地盤の性能評価

Thu. Sep 15, 2022 4:20 PM - 5:40 PM III-1 (吉田南総合館東棟　共東１１)

Chair: Yasuyuki Nabeshima

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4:20 PM - 4:30 PM

[III-30] Bayesian Inference for continuously plate loading test

*Kohei Kasahara¹, Susumu Nakajima¹, Shinichi Morikoshi² (1. Railway Technical Research Institute, 2. Integrated Geotechnology Institute Limited)

4:30 PM - 4:40 PM

[III-31] Relation with new correction of number of blow, N_dF value on heavy dynamic cone penetration test and N-value

*Tatsuya Sakaguchi¹, Akihiko Oshima¹, Kazuki Shiozaki¹, Shogo Nakano¹, Shuichi Takahashi², Shigeyoshi Hirata², Yoshihiko Shibata³, Shinpei Tanaka³, Isao Nishida⁴ (1. Osaka City University, 2. Daiwa House Industry, 3. Will consultant, 4. YBM)

4:40 PM - 4:50 PM

[III-32] Correlation with correction of number of blow, N_d and N_dF values on heavy dynamic cone penetration test and undrained shear strength, s_u-value

*Kazuki Shiozaki¹, Akihiko Oshima¹, Tatsuya Sakaguchi¹, Shogo Nakano², Shuichi Takahashi², Shigeyoshi Hirata², Yoshihiko Shibata³, Shinpei Tanaka³, Isao Nishida⁴ (1. Osaka City University, 2. Daiwa House Industry, 3. Will consultant, 4. YBM)

4:50 PM - 5:00 PM

[III-33] A study on establishing a soil spring model for a 15 MW monopile offshore wind turbine foundation

*Masashi Naito¹, Yasuhiro Kasai¹, Masato Niida¹, Hirotoshi Obi¹ (1. Taisei Corporation)

5:00 PM - 5:10 PM

[III-34] Attempts to Estimate Pull-out Resistance from Super Heavy Bentonite Slurry Based on Viscosity Measurement Results

*Hiroshi Nemoto¹, Hideo Komine¹, Shigeru Goto¹, Hailong Wang¹, Mika Yamada¹, Daichi Ito¹, Shintaro Abe², Tadakatsu Suzuki², Miko Homma², Shinsuke Ujiie³, Seiichi Narushima³ (1. Waseda University, 2. Oriental Shiraishi, 3. NB Institute)

5:10 PM - 5:20 PM

[III-35] Heuristics for studying embankments on soft ground and DX challenges

*Takeo Yamamoto¹ (1. Highway Central Research Institute)

5:20 PM - 5:30 PM

[III-36] A Study on Localization of Shear Strain in Embankments with Centrifuge Shaking Table Test

*Ryuichi Ibuki¹, Tatsuya Doi¹, Jun Izawa¹, Kentaro Uemura², Sokkheang Sreng² (1. Railway Technical Research Institute , 2. Nippon Koei)

Session information

地盤の性能評価

[III-30] Bayesian Inference for continuously plate loading test

[III-31] Relation with new correction of number of blow, N_dF value on heavy dynamic cone penetration test and N-value

[III-32] Correlation with correction of number of blow, N_d and N_dF values on heavy dynamic cone penetration test and undrained shear strength, s_u-value

[III-33] A study on establishing a soil spring model for a 15 MW monopile offshore wind turbine foundation

[III-34] Attempts to Estimate Pull-out Resistance from Super Heavy Bentonite Slurry Based on Viscosity Measurement Results

[III-35] Heuristics for studying embankments on soft ground and DX challenges

[III-36] A Study on Localization of Shear Strain in Embankments with Centrifuge Shaking Table Test

Authentication

Session information

地盤の性能評価

[III-30] Bayesian Inference for continuously plate loading test

[III-31] Relation with new correction of number of blow, NdF value on heavy dynamic cone penetration test and N-value

[III-32] Correlation with correction of number of blow, Nd and NdF values on heavy dynamic cone penetration test and undrained shear strength, su-value

[III-33] A study on establishing a soil spring model for a 15 MW monopile offshore wind turbine foundation

[III-34] Attempts to Estimate Pull-out Resistance from Super Heavy Bentonite Slurry Based on Viscosity Measurement Results

[III-35] Heuristics for studying embankments on soft ground and DX challenges

[III-36] A Study on Localization of Shear Strain in Embankments with Centrifuge Shaking Table Test

Authentication

[III-31] Relation with new correction of number of blow, N_dF value on heavy dynamic cone penetration test and N-value

[III-32] Correlation with correction of number of blow, N_d and N_dF values on heavy dynamic cone penetration test and undrained shear strength, s_u-value