粘性土-強度

Tue. Jul 21, 2020 9:00 AM - 10:30 AM Room No. 1

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[21-1-1-01] Water-holding state at plastic and liquid limits for laboratory soils mixed with clay mineral and silica powder.

*Takao Saito¹, Tsuyoshi Torii² (1. Geotechnical Engineering Research Ltd., 2. Construction Project Consultant Inc.)

[21-1-1-02] Undrained shear strength of Yaizu clay overconsolidated by desication

*Hirohiko Kusaka¹, Kosuke Nakashima¹, Takao Saito² (1. Nippon Expressway Research Institute, 2. Geotechnical Engineering Research Ltd.)

[21-1-1-03] Mechanical properties of cohesive soil based on fall cone test

*Shinya Nishio¹, Ayumi Kamata¹ (1. Nihon University)

[21-1-1-04] Effect of Transport Vibration on Triaxial Test Results of Cohesive Soil Sample.

*Chinhsien Chen¹, Yoshihiko Kakihara¹, Kazuaki Uemura¹, Akihiko Oshima² (1. Oyo Corporation, 2. Osaka City University)

[21-1-1-05] Soil properties and structures of the Mietsu Naval Dry Dock

*Takaharu Shogaki¹, Yoshihito Nakano (1. Shogaki Professional Engineer Office)

[21-1-1-06] Soil investigation result of unusual alluvial clay having large failure strain from unconfined compression test

*Takeshi Tochio¹, Masakazu Takeishi¹, Takashi Yaoyama¹, Takahiro Natsume¹, Emiko Hoshino¹ (1. Kiso-Jiban Consultants Co.,Ltd)

[21-1-1-07] Destruction of the cementation of clay by consolidation and its influences on the mechanical characteristics

*Taisei Watanabe¹, Kei Kondou², Fumihiko Fukuda¹ (1. Graduate school of Hokkaido University, 2. Hokkaido universuty)

[21-1-1-08] Relationship between Amount of Frozen・Unfrozen Water Content and Uniaxial Compressive Strength of Fine Grained Soil on Loading Conditions

*Hirose Go¹, Yuzuru Ito², Kosuke Tsukamoto³, Miki Ryosuke⁴, Kanbe Takashi⁵ (1. OKUMURA　ENGINEERING　CORPORATION, 2. Setsunan University, 3. Yao City, 4. NEXCO-ENGINEERING, 5. URBAN PIONEER DESIGN)

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