Full-scale modeling tests and numerical simulation of infilling behavior of plastic grout

Author:

Ishii Hiroyasu1,Kitazume Masaki2

Affiliation:

1. Technology Center, TAISEI Co., Ltd.

2. Department of Civil Engineering, Tokyo Institute of Technology

Publisher

The Japanese Geotechnical Society

Subject

General Computer Science

Reference8 articles.

1. 1) Ishii, H., Hikgaki, K., Ito, K., Kimura, M. and Koyama, F. (2010a): Application of Numerical Fluid Analysis to Void Filling Injection with Use of Hydraulic Plastic Grout, Journal of Japan Society of Civil Engineers, F, Vol.66, No.1, 170-180 (in Japanese).

2. 2) Ishii, H., Ito K. and Higaki, K. (2010b): Numerical Fluid Analysis of Hydraulic Plastic Grout for Work Performance Estimation, Technical Report of Taisei Technology Center, No.43 (in Japanese).

3. 3) Ishii, H., Kimura, M., Koyama, F. (2011): Construction of immersed tunnel foundation using plastic grout, Proceedings of 15th Asian Regional Conference on Soil Mechanics and Foundation Engineering.

4. 4) Ishii, H. and Kitazume, M. (2012): Numerical simulation of hydraulic plastic grout subjected to cylinder flow test, and estimation of its rheological properties, Proceedings of 47th annual conference of Japanese Geotechnical Society, 565-567 (in Japanese).

5. 5) Ito, K., Oda, Y., Ishii, H., Yamaguchi T., Toyama M., and Nakatsuka K. (2011): Advanced marine works for deepwater immersed tunnel in the Bosphorus Strait, Coastal Structures 2011, 1177-1188, DOI: 10.1142/9789814412216_0102.

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