Numbering Analysis of Ground Settlement by Shield Method Based on the Model of Corrected ‘Equivalent Circle Zone’

Article Preview

Abstract:

Through the analysis of ‘gap parameter’ and ground movement pattern in shield tunnel, this paper researched and corrected the model of ‘equivalent circle zone’ proposed by predecessors. The ‘equivalent circle zone’, which is a comprehensive reflection of shield gap, grouting filling and stratum perturbation, is considered to be unequal thickness in this paper. With the measured data of practical shield tunneling, the unknown parameters of corrected ‘equivalent circle model’ can be obtained by back analysis through numbering analysis. The back analysis of Shen Zhen line-5 is carried out to validate the rationality of the method proposed in this paper. Research shows that: the corrected model can reflect the feature and values of ground settlement more factually than the previous model and can offer a reference to predict ground deformation during shield tunneling.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

1072-1075

Citation:

Online since:

July 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Perk R B. Deep excavations and tunneling in soft ground [C] State of the Art Report. Proceedings of 7th International Conference on Soil Mechanics and Foundation Engineering . Mexico City: [s. n. ], 1969: 225-290.

Google Scholar

[2] Rowe R K, Lo K Y, Kack G J. A method of estimating surface settlement above tunnels constructed in soft ground [J]. Canadian Geotechnical Journal, 1983, 20(8): 11-22.

DOI: 10.1139/t83-002

Google Scholar

[3] Suihui Wang, Guorong Pan. Applying Theory of Artificial Neural Network to Deformation Prediction of Ground Deformation During Tunnel Excavation[J]. Journal of Tongji University, 2001,29(10): 1147-1151. (In Chinese).

Google Scholar

[4] Zhonglong, Zhu, Qinghe Zhang, Hongwei Yi. Stochastic theory for predicting longitudinal settlement in soft-soil tunnel[J]. Rock and Soil Mechanics, 2001, 22(01): 56-59. (In Chinese).

Google Scholar

[5] Yun Zhang, Zongze Ying, Yongfu Xu. Analysis on Three-Dimensional Ground Surface Deformations Due to Shield Tunnel[J]. Chinese Journal of Rock Mechanics and Engineering, 2002, 21(3): 288-392. (In Chinese).

Google Scholar