改良土・軽量土（評価）

Fri. Jul 22, 2022 1:00 PM - 2:30 PM 第3会場 (小会議室306・307（3階）)

座長：仙頭紀明（日本大学）

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[22-3-3-01] Study on quality inspection method of soil cement in ground improvement method. Part 2: Confirmation of quantitative accuracy and verification results at multiple sites.

*YODA YUYA¹, Yoshiharu Asaka¹, Takumi Kimura¹, Masaaki Nagasawa¹ (1. Shimizu Corporation)

[22-3-3-02] Development of strength estimation method for arbitrary age of cement-treated clay to high temperature history

*SHIRABE YUGO¹, HARA HIROYUKI² (1. Yamaguchi University, 2. Yamaguchi University)

[22-3-3-03] About relevance between stress-strain and e-logp of Cement-treated soil.

*Hinata Masuda¹, Juichi Yajima¹ (1. Meisei University)

[22-3-3-04] Degree of mixing in cement improvement method of embankment material

*HIDEAKI TAKAHASHI¹, Satoshi Nishimura², Hikaru Funane¹, Changyi Lin², Kiyome Hatakeyama¹ (1. Docon.Co.Ltd, 2. Hokkaido University)

[22-3-3-05] Relationship between Vane Shear Strength, Cone Index and Needle Penetration Gradient of the mixture of dredged soil and the converter slag

*Shu Akiyama¹, Akihiko Hirooka¹, Satoshi Onoue¹, Ryunosuke Shimomura¹, Yasuo Kasugai², Youhei Shigemura², Masaaki Katagiri³, Seiya Yamazaki³, Kazushi Hayashi⁴, Tomoyuki Nishino⁴, Takahiro Sadakata⁴ (1. Kyushu Institute of Technology, 2. Coastal Development Institute of Technology, 3. Nikken Sekkei Civil Engineering, 4. Ministry of Land, Infrastructure, Transport and Tourism Kyushu Regional Development Bureau)

[22-3-3-06] Influence of difference in soil and stabilizer on correlation between G and qu of cement stabilised soil

*HIRABAYASHI HIROSHI¹, TAKAYUKI KAWAGUCHI² (1. TOA CORPORARION, 2. KITAMI Institute of Technology)

[22-3-3-07] Deformation Characteristics of Cement-Treated Clays by Hollow Cylindrical Torsional Shear Test
- Reference Strain and Maximum Damping Constant -

*TORAMARU TAKAHASHI¹, Masaichi Yamada², Yuki Domyo² (1. Nihon University Graduate School, 2. Nihon University)

Session information

改良土・軽量土（評価）

[22-3-3-01] Study on quality inspection method of soil cement in ground improvement method. Part 2: Confirmation of quantitative accuracy and verification results at multiple sites.

[22-3-3-02] Development of strength estimation method for arbitrary age of cement-treated clay to high temperature history

[22-3-3-03] About relevance between stress-strain and e-logp of Cement-treated soil.

[22-3-3-04] Degree of mixing in cement improvement method of embankment material

[22-3-3-05] Relationship between Vane Shear Strength, Cone Index and Needle Penetration Gradient of the mixture of dredged soil and the converter slag

[22-3-3-06] Influence of difference in soil and stabilizer on correlation between G and qu of cement stabilised soil

[22-3-3-07] Deformation Characteristics of Cement-Treated Clays by Hollow Cylindrical Torsional Shear Test
- Reference Strain and Maximum Damping Constant -

Authentication

Session information

改良土・軽量土（評価）

[22-3-3-01] Study on quality inspection method of soil cement in ground improvement method. Part 2: Confirmation of quantitative accuracy and verification results at multiple sites.

[22-3-3-02] Development of strength estimation method for arbitrary age of cement-treated clay to high temperature history

[22-3-3-03] About relevance between stress-strain and e-logp of Cement-treated soil.

[22-3-3-04] Degree of mixing in cement improvement method of embankment material

[22-3-3-05] Relationship between Vane Shear Strength, Cone Index and Needle Penetration Gradient of the mixture of dredged soil and the converter slag

[22-3-3-06] Influence of difference in soil and stabilizer on correlation between G and qu of cement stabilised soil

[22-3-3-07] Deformation Characteristics of Cement-Treated Clays by Hollow Cylindrical Torsional Shear Test- Reference Strain and Maximum Damping Constant -

Authentication

[22-3-3-07] Deformation Characteristics of Cement-Treated Clays by Hollow Cylindrical Torsional Shear Test
- Reference Strain and Maximum Damping Constant -