Effect of negative pore pressure and volumetric shrinkage on the unconfined compressive strength of grouting soil

TOSHIYUKI MOTOHASHI

[22-3-1-07] Effect of negative pore pressure and volumetric shrinkage on the unconfined compressive strength of grouting soil

*TOSHIYUKI MOTOHASHI¹, Inazumi Shinya², Tetsunosuke Morotomi³, Toshihiko Miura³, Taichi Terui³, Shigeo Sasahara⁴ (1. Osaka Bousui Construction Co.Ltd, 2. Shibaura Institute of Technology, 3. Obayashi Corporation, 4. Fuji Chemical Co.Ltd)

Keywords:chemical grouting, pore water pressure, unjacketed test

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改良土・軽量土（強度）

[22-3-1-07] Effect of negative pore pressure and volumetric shrinkage on the unconfined compressive strength of grouting soil

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