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第III部門

数値解析(1)

Chair:Kentaro Nakai

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[III-133] Implicit caluculation algorithum of Subloading t_ij model - Part II

〇Teruo Nakai¹, Hossain Shahin², Hiroomi Takahashi³, Yoshihiko Yoda³ (1.Geo-Reaerch Institute, 2.Islamic University of Technology, 3.JTS)

[III-134] Examination on avoidance of Volume locking phenomenon using Cam-clay model for finite strain

〇Tomoya Kubota¹, Shotaro Yamada¹, Takashi Kyoya¹, Seishiro Matsubara¹ (1.TOHOKU University)

[III-135] Construction of implicit stress-update algorithm of Cam-clay model based on Infinitesimal Deformation Theory.

〇Ryunosuke Komatsu¹, Syotaro Yamada¹, Takashi Kyoya¹, Seisiro Matsubara¹, Liu Xiaodong¹ (1.Tohoku University)

[III-136] Effect of differences in formulations for saturated porous media on dynamic behaviors of alternately layered ground with inhomogeneous porosity

〇Hiroki Uno¹, Hideki Funahara¹ (1.Taisei Corporation)

[III-137] The examination of mechanical behavior of the natural barrier for Horonobe mudstone during tunnel excavation

〇Seiki Mishima¹, Toru Inui¹, Sho Ogata¹ (1.Osaka University)

[III-138] The Relationship between Tunnel Cross-sectional Geometry and Lateral Pressure Coefficient under Squeezing Ground Condition in Conventional Tunneling

〇Mitsunori Imasato¹, Ryohei Hase¹, Dohta Awaji¹ (1.SHIMIZU Corporation)

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