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General session

4. 地盤挙動 (地震時の地盤挙動を除く)

凍結・凍上

Thu. Jul 23, 2020 9:00 AM - 10:30 AM Room No. 10

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[23-10-1-01] Volume change model for clays having mesoscopically inhomogeneous internal structures

*Satoshi Nishimura¹ (1. Hokkaido University)

[23-10-1-02] Creep simulation of saturated frozen clay with a frozen-unfrozen unified elasto-viscoplastic model

*Ke Chen¹, Satoshi Nishimura¹, Yuki Nagai¹ (1. Hokkaido University)

[23-10-1-03] Evaluation of visco-plastic behavior of frozen clay by triaxial creep tests

*Yuki Nagai¹, Satoshi Nishimura¹ (1. Hokkaido University)

[23-10-1-04] A research of the water movement in the frost heaved cohesive soil.

*YUKA SANO¹, HIROSHI SOMA¹, KUNIO WATANABE² (1. Chemical-grouting Co,Ltd, 2. Mie University)

[23-10-1-05] Verification controlling way of frozen soil thickness in full-scale experiments using ICECRETE method

*Ayaka Nasu¹, Teru Yoshida¹, Ryosuke Tsuji¹, Hajime Souma², Yuuta Shioya², Yuuka Sano² (1. Kajima Corporation, 2. Chemical Grouting Co.,LTD.)

[23-10-1-06] Comparing in situ frozen soils with reconstituted frozen soils as to unconfined compressive strength

*Ryohsuke James Tsuji¹, Teru Yoshida¹, Ayaka Nasu¹, Hajime Soma², Yuta Shioya², Yuka Sano² (1. Kajima Corporation, 2. ChemicalGroutingCo,Ltd.)

[23-10-1-07] Influence of freezing of sand specimen on undrained triaxial behavior

*Hitoshi Tamura¹, Hiromasa Iwai¹, Ho Cho¹, Hiroyuki Aoki², Kazushi Yanagawa² (1. Nagoya Institute of Technology, 2. JR Central Consultants Company)

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