第VI部門

地盤改良(2)

Thu. Sep 9, 2021 11:10 AM - 12:30 PM VI-12 (Room37)

Chair: Hiroyasu Ishii

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[VI-112] Insight related to workability and quality control of soil improvement by air foam mixing treatment(1)-Examination in laboratory tests-

〇Takashi Kuwahara¹, Takuma Okawa¹, Sho Nagahisa¹, Katsuyuki Akahoshi¹ (1.Kato Construction Co., Ltd.)

[VI-113] Insight related to workability and quality control of soil improvement by air foam mixing treatment(2)-Construction results of middle layer mixing method-

〇Takuma Okawa¹, Takashi Kuwahara¹, Sho Nagahisa¹, Katsuyuki Akahoshi¹ (1.Kato Construction Co., Ltd.)

[VI-114] Confirmation of the improvement area of deep mixing method using resistance sensor

〇hirohisa yamaguchi¹, shinji nakano¹, tomoki bunyuu², takaaki mori² (1.Me-sai Corporation, 2.Fudo Tetra Corporation)

[VI-115] Construction of a disc-shaped improved body by the WILL method on the upper part of the columnar improved body

〇Tkashi Ichitsubo¹, Arashi Shimano², Hiroyuki Kitamura³, Arashi Shimano⁴, Ikuya Okamoto⁵ (1.newjapangurouto, 2.ToYo Industry, 3.Fujiken Co.,Ltd, 4.SANSHINCORPORATION, 5.The Estec Co.,Ltd)

[VI-116] Issues and countermeasures for soft ground with pressured groundwater level in road embankment

〇Tatsuki Setoguchi¹, Hisaki Okada¹, Takuya Azuma¹, Tadanobu Satou¹ (1.tokyukensetsukabushikigaisya)

[VI-117] Comparison of monitoring results at the time of excavation with deformation analysis of earth retaining wall by ground improvement

〇Jun Kawamura¹, Makoto Kitayama¹, Yuko Iwasaki¹, Tsutomu Namikawa², Takemine Yamada³, Shintaro Ohno³ (1.Chemical Grouting CO.,LTD, 2.Shibaura institute of technology, 3.Kajima corporation)

[VI-118] Cement Deep Mixing Low Displacement Control Method Report of large diameter double-axial method verification test (part4)
Results and consideration of field strength development

〇Takahiro Teramoto¹, Katsuji Yamashita², Takuya Kawai³, Katsumi Ookori⁴ (1.Shimizu Corporation, 2.Fudo Tetra Corporation, 3.Tenox Corporation, 4.Aomi Construction)

Session information

地盤改良(2)

[VI-112] Insight related to workability and quality control of soil improvement by air foam mixing treatment(1)-Examination in laboratory tests-

[VI-113] Insight related to workability and quality control of soil improvement by air foam mixing treatment(2)-Construction results of middle layer mixing method-

[VI-114] Confirmation of the improvement area of deep mixing method using resistance sensor

[VI-115] Construction of a disc-shaped improved body by the WILL method on the upper part of the columnar improved body

[VI-116] Issues and countermeasures for soft ground with pressured groundwater level in road embankment

[VI-117] Comparison of monitoring results at the time of excavation with deformation analysis of earth retaining wall by ground improvement

[VI-118] Cement Deep Mixing Low Displacement Control Method Report of large diameter double-axial method verification test (part4)
Results and consideration of field strength development

Authentication

Session information

地盤改良(2)

[VI-112] Insight related to workability and quality control of soil improvement by air foam mixing treatment(1)-Examination in laboratory tests-

[VI-113] Insight related to workability and quality control of soil improvement by air foam mixing treatment(2)-Construction results of middle layer mixing method-

[VI-114] Confirmation of the improvement area of deep mixing method using resistance sensor

[VI-115] Construction of a disc-shaped improved body by the WILL method on the upper part of the columnar improved body

[VI-116] Issues and countermeasures for soft ground with pressured groundwater level in road embankment

[VI-117] Comparison of monitoring results at the time of excavation with deformation analysis of earth retaining wall by ground improvement

[VI-118] Cement Deep Mixing Low Displacement Control Method Report of large diameter double-axial method verification test (part4)Results and consideration of field strength development

Authentication

[VI-118] Cement Deep Mixing Low Displacement Control Method Report of large diameter double-axial method verification test (part4)
Results and consideration of field strength development