粘性土・中間土③

Tue. Jul 11, 2023 1:00 PM - 2:30 PM 第5会場 (410)

座長：豊田智大（名古屋大学）

+Add all to schedule

[11-5-3-01] Numerical model for handling compacted clay from crack initiation to post-failure based on peridynamic method

*Fukumoto Yutaka¹, Horikoshi Seiya¹, Shimbo Taiki² (1. Nagaoka University of Technology, 2. National Institute of Technology, Ishikawa College)

[11-5-3-02] Numerical Simulation of Element Tests Simulating the Behavior of Soil under Supertall Building during Construction

*Youhao Zhou¹, Takatoshi Kiriyama¹ (1. Shimizu Institute of Technology)

[11-5-3-03] Tunnel excavation and swelling analysis using finite deformation expansive bedrock model

*Hoshi Keitaro¹, SHOTARO YAMADA¹, YUTA ABE¹, TAKASHI KYOYA¹ (1. Tohoku University)

[11-5-3-04] Reconstruction of Cam-clay model based on finite deformation theory

*Yuta Abe¹, Shotaro Yamada¹, Keitaro Hoshi¹, Takashi Kyoya¹ (1. Tohoku University)

[11-5-3-05] Extension of Subloading t_ij model to consider e_max

*Nakai Teruo¹, Hiroomi Takahashi², Shahin Md. Hossain³ (1. Geo-Research Institute, 2. JIP Techno Science, 3. Islamic University of Technology)

[11-5-3-06] Small deformation characteristics of cohesive soil and sand subjected to anisotropic consolidation

*Bao Ngoc Le¹, Hirofumi Toyota², Susumu Takada² (1. Kiso-Jiban Consultants Co., Ltd., 2. Nagaoka University of Technology )

[11-5-3-07] Effect of embankment material properties and water supply on cumulative deformation characteristics during repeated loading

*Takumi Ozaki¹, Kohei Kasahara¹, Takaki Matsumaru¹, Taketo Sato¹, Yoshitaka Tomida¹, Shota Takagi¹, Mineo Kiguchi² (1. Railway Technical Research Institute, 2. Integrated Geotechnology Institute Limited)

Session information

粘性土・中間土③

[11-5-3-01] Numerical model for handling compacted clay from crack initiation to post-failure based on peridynamic method

[11-5-3-02] Numerical Simulation of Element Tests Simulating the Behavior of Soil under Supertall Building during Construction

[11-5-3-03] Tunnel excavation and swelling analysis using finite deformation expansive bedrock model

[11-5-3-04] Reconstruction of Cam-clay model based on finite deformation theory

[11-5-3-05] Extension of Subloading t_ij model to consider e_max

[11-5-3-06] Small deformation characteristics of cohesive soil and sand subjected to anisotropic consolidation

[11-5-3-07] Effect of embankment material properties and water supply on cumulative deformation characteristics during repeated loading

Authentication

Session information

粘性土・中間土③

[11-5-3-01] Numerical model for handling compacted clay from crack initiation to post-failure based on peridynamic method

[11-5-3-02] Numerical Simulation of Element Tests Simulating the Behavior of Soil under Supertall Building during Construction

[11-5-3-03] Tunnel excavation and swelling analysis using finite deformation expansive bedrock model

[11-5-3-04] Reconstruction of Cam-clay model based on finite deformation theory

[11-5-3-05] Extension of Subloading tij model to consider emax

[11-5-3-06] Small deformation characteristics of cohesive soil and sand subjected to anisotropic consolidation

[11-5-3-07] Effect of embankment material properties and water supply on cumulative deformation characteristics during repeated loading

Authentication

[11-5-3-05] Extension of Subloading t_ij model to consider e_max