第III部門

圧縮・圧密(2)

Chair:Shotaro Yamada(Tohoku University)

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[III-263] Application of Finite Element Analysis on Consolidating Alluvial Clay during Reclamation Work

〇Yohei Usuki¹, Yoshikatsu Ogawa¹ (1.Kiso-Jiban Consultants Co., Ltd.)

[III-264] Effect of observation noise on data assimilation of consolidation behavior of upper Pleistocene clay layer

〇Kohei SAITO¹, Kazuhiro ODA¹, Shin-ichi ITO² (1.Osaka Sangyo University, 2.Kagoshima University)

[III-265] A study on a two-step pressure transition with an emergence of immediate pressure in one-dimensional dynamic deformation problem of saturated ground based on “u-w-p two-phase mass system model”

〇Tomohiro Toyoda¹, Toshihiro Noda¹ (1.Nagoya University)

[III-266] Prediction of residual settlement of high embankment construction on soft ground and countermeasures by extra-banking

〇Son Hong NGUYEN¹, Koki Mastumoto¹, Hiroshi Sawaguchi¹, Tadashi Imai¹, Kei Itou¹, Oikawa Gouichi², Okudaira Shuuji², Nishimura Masafumi², Hirakawa Ryuu² (1.Hazama Ando Corporation, 2.Iwate Prefecture)

[III-267] Effect of difference of water absorption direction on swelling deformation of compacted bentonite.

〇Yuka Yamamoto¹, Daichi Ito¹, Hideo Komine¹, Shigeru Goto¹, Hailong Wang¹, Takashi Sekiguchi², Shinya Kitahara² (1.Waseda University, 2.Toda Corporation)

[III-268] Consideration on water absorption, swelling deformation and lateral pressure of compacted granular bentonite

〇Yuta Ichikawa¹, Hideo Komine¹, Shigeru Goto¹, Takashi Sekiguchi², Shinya Kitahara² (1.Waseda University, 2.TODA Corporation)

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