Test of Solidification Characteristics of Grouting and the Effect on Strata Deformation in Shield Tunnelling

Xiao Chun Zhong; Wei Ke Qin; Hai Wang

doi:10.4028/www.scientific.net/AMR.568.80

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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 568Test of Solidification Characteristics of Grouting...

Test of Solidification Characteristics of Grouting and the Effect on Strata Deformation in Shield Tunnelling

Abstract:

Back-fill Grouting is a key procedure for the active control of strata settlement during shield tunnelling in civil engineering. The paper studies the stress - strain characteristics of grouting and the state of grout, which changes from liquid to solid over time and is simulated by variable rigid body. The model of flowing state are divided in four phases from liquid-plastic to rigid state. The paper establish a numerical model of shield tunnelling in civil engineering with the consideration of characteristics of grout deformation, and has analyzed law of strata settlement. The test results show that the calculation method can well accord with the four stages of strata deformation, and can more accurately reflect the process of strata deformation caused by shield tunneling.

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Periodical:

Advanced Materials Research (Volume 568)

Pages:

80-84

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.568.80

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Online since:

September 2012

Authors:

Xiao Chun Zhong, Wei Ke Qin, Hai Wang

Keywords:

Civil Engineering, Grouting, Shield Tunnel, Strata Deformation, Variable Rigid Body Model

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References

[1] Zhu Wei, Chen Junren. Shield tunneling technology status and prospects [J]．Geotechnical Engineering World, 2001, 4 (11).

Google Scholar

[2] Peck P.B. Deep excavations and tunneling in soft ground, Proceedings 7th Int Conf on Soil Mech and Found Engrg Mexico City, 1969: 275~290.

Google Scholar

[3] Mair R.J., Taylor R.N., Bracegirdle. Subsurface settlement profiles above tunnels in clays. Geotechnique, 1993, 43(2): 315~320.

DOI: 10.1680/geot.1993.43.2.315

Google Scholar

[4] Toshi Nomoto, Shinichiro Imamura et al. Shield tunnel construction in centrifuge. Journal of Geotenical and Geoenviromental Engineering. 1999, 125(4): 289~300.

Google Scholar

[5] K M，Rowe R K．Finite element modeling of the three-dimensional ground deformations due to tunneling in soft cohesive soils: part Ι-method of analysis [J]. Computers and Geotechnics, (1990).

DOI: 10.1016/0266-352x(90)90001-c

Google Scholar

[6] Zhu Hehua, Ding Wenqi, Li Xiaojun. construction simulation for the mechanical behavior of shield tunnel and its application[J]. China Civil Engineering Journal, 2000, 33(3): 100~105.

Google Scholar