地盤改良②

Fri. Jul 22, 2022 10:45 AM - 12:15 PM 第8会場 (中会議室201B（2階）)

座長：菅章悟（不動テトラ）

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[22-8-2-01] Construction case of WILL method on high liquid limit cohesive soil

*SHIMANO ARASHI¹, SAIKI KYOUJI¹, MANSHOU TOSHIYUKI¹, MIYASATO KOUJI², MIYASATO TOMOYUKI² (1. SANSHIN CORPORATION, 2. ONAKAGUMI Co., Ltd)

[22-8-2-02] Settlement property of low improvement ratio cement column ground by laboratory test

*SATOSHI NONAMI¹, Miyu Suzuki², Rikako Murayama³, Nobuyuki Torii¹ (1. Kobe City College of Technology, 2. Nikken Sekkei, 3. Ryoshin Technica)

[22-8-2-03] Proposal of predictive expression of vertical stress shearing mechanism improved by low ratio cement column

*MIYU SUZUKI¹, Satoshi Nonami², Rikako Murayama³, Nobuyuki Torii² (1. Nikken Sekkei, 2. Kobe City College of Technology, 3. Ryoshin Technica)

[22-8-2-04] The applied cases about jet grouting method management system ICT-JET for ground improvement work

*Ukaji Noboru¹, TAKAHATA SHIGEAKI¹ (1. RAITO KOGYO CO.,LTD.)

[22-8-2-05] Time-Series Prediction of Long-Term Durability for Chemical Injected and Improved Grounds

*CHIO CHIFONG^2,1, Inadumi Shinya², Nakao Kouki², Morotomi Tetsunosuke³, Terui Taiichi³, Miura Toshihiko³, Motohashi Toshiyuki⁴, Sasahara Mosei⁵, Kobayashi Hideki⁶ (1. AOMI CONSTRUCTION CO.,LTD., 2. Shibaura Institute of Technology, 3. OBAYASHI CORPORATION, 4. Osaka Bousui Construction Co.,LTD., 5. FUJI CHEMICAL CO., LTD. , 6. Mitsubishi Chemical Infratec Co.,Ltd.)

[22-8-2-06] Practical use of Needle Penetration Test for Risk Management in Deep Mixing Method

*TOSHIHIRO KIREKAWA¹, Hirofumi Usui², Kazutoyo Hata³, Noriyoshi Sakai³ (1. Saga Construction Technology Support Organization, 2. Tenox Kyusyu, 3. Shimauchi Engineer)

[22-8-2-07] Construction case of a displacement-reducing ground improvement method using middle-pressure injection agitation for neighboring work.

*Takahiro Komaki¹, Hirofumi Makizono², Yasuharu Nakanishi³ (1. Toyo Industry Co., Ltd., 2. Fujiken Co., Ltd., 3. N. I. T. Inc.)

Session information