Prediction of ground deformation due to shield excavation in clayey soils

Soils and Foundations

Volumn 39, Issue 3, 1999, Pages 53-61

  Hashimoto, Tadashi ^a   Nagaya, Junichi ^a   Konda, Takahiro ^a  

^a GEO RESEARCH INSTITUTE   (Japan)

Author keywords

Clayey soil; Finite element method; Ground deformation; Measurement data; Prediction; Shield tunnel

Indexed keywords

EID: 0002668245     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.39.3_53     Document Type: Article

References (14)

1. Hashimoto, T., Takami, K., Mizuno, M., Aoki, S., Hachiya, M. and Nakahiro, T. (1988): "Prediction analysis of ground deformation considering the condition of the shield excavation," JSCB, Vol. 3, pp. 38-39 (in Japanese).
2. Hashimoto, T., Takami, K., Nakahiro, T. and Hachiya, M. (1988): "Prediction analysis of ground movement due to shield tunnels considering the effects of face and tail void," JSSMFE, pp. 1941-1942 (in Japanese).
3. Hashimoto, T., Yabe, K., Yamane, A. and Ito, H. (1993): "Development of oil pad type earth pressure transducer for shield tunnel segment," JSSMFE, pp. 2055-2058 (in Japanese).
4. Hashimoto, T., Konda, T., Nishizawa, K., Shiotani, T., Nakahiro, T. and Nitta, K. (1996): "Evaluation of the stress release ratio based on field measurements during shield tunneling in the cohesive soil ground," JSSMFE, pp. 2191-2192 (in Japanese).
5. Hashimoto, T., Hayakawa, K., Nagaya, J. and Mizuhara, K. (1996): "The subsequent settlement characteristics due to shield driving in clay," JSCE, pp. 300-301 (in Japanese).
6. Hirata, T., Aridome, Y., Ichikawa, Y., Iwasaki, Y., Hashimoto, T. and Takami, K. (1984): "Behavior of extreme sensitive soft clay ground by earth pressure balance shield tunnel excavation," The 29th Symp., JSSMFE, pp. 71-78 (in Japanese).
7. Kimura, H., Kamemura, K., Harada, H. and Sato, M. (1981): "A study for tunnel analysis considering face progress," JSSMFE, pp. 1565-1568 (in Japanese).
8. Kishio, T., Ohta, H., Nakai, N., Hashimoto, T. and Hayakawa, K. (1994): "Reducing ground settlement caused by shield tunneling in soft clay," Int. Symp. on Underground Construction in Soft Ground, pp. 219-222.
9. Masuda, Y., Matuda, K., Maeda, Y., Shibata, S., Hashimoto, T. and Mizuhara, K. (1991): "Construction conditions and ground deformation due to slurry shield excavation," JSCE, pp. 80-81 (in Japanese).
10. Mori, A. and Akagi, K. (1980): "Settlement by consolidation due to weak clayey soil disturbance in shielding work," Tunnels and Underground, Japan Tunneling Association, Vol. 11, No. 8, pp. 15-19 (in Japanese).
11. Nitta, K., Nakahiro, T., Hashimoto, T. and Kotani, J. (1994): "Study of the stress release ratio at a cutting face and tail void during shield excavation," JSCE, Vol. 3, pp. 91-92 (in Japanese).
12. Okura, T., Fukazawa, N., Hashimoto, T. and Hayakawa, K. (1996): "Ground deformation due to shield driving through various grounds on the Katafuku Line construction-the subsequent settlement behavior-," JSCE, pp. 2233-2234 (in Japanese).
13. Peck, R. B. (1969): "Deep excavation & tunneling in soft ground," State of Art Report, Int. Conf. on SMFE, Mexico.
14. Rabcewicz, L. v. and Pacher, F. (1975): "Die elemente der neuen osterreichischen tunnelbauweise und ihre ogeschichtliche entwicklung," sterreische Ingenieur Zeitung, 18, Jg./Heft 9.