TECHNICAL PAPERS
Jun 24, 2010

Monitoring and Modeling Grout Efficiency of Lifting Structure in Soft Clay

Publication: International Journal of Geomechanics
Volume 10, Issue 6

Abstract

An inclined eight-story reinforced concrete building on a thick soft clay deposit was leveled by compensation grouting with short gel time grout injected through sleeved pipes. The monitoring system is used to record the injected grout volume, the mat foundation’s heaved volume after grouting, and the mat foundation’s settled volume during pore pressure dissipation. The grouting efficiencies improved from negative value to less than one, and the stress histories of clay soils changed from normally consolidated to overconsolidated states. A final compensation efficiency of 9.78% was achieved and the building was successfully leveled. A series of numerical simulations were conducted to assess the capability of compensation grouting modeling. The numerical simulation results indicate that the consolidation behavior and the stress history of clayey foundation soils can be modeled reasonably well. However, the computed final grout efficiency is larger than that from the monitoring data because the simulation of fracture grouting by volumetric strain input is more like compaction grouting mode rather than fracture grouting mode, and this induces lesser excess pore pressure, lesser settlement and higher grout efficiency. These findings are also confirmed from other researchers’ laboratory and field testing results.

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Acknowledgments

The writers wish to acknowledge former graduate student Mr. T. Chang for the field investigation and the data collection that made this research possible, the writers are also grateful to the anonymous reviewers, who have strengthened the technical soundness of this work.

References

Au, S. K. A., Soga, K., Jafari, M. R., Bolton, M. D., and Komiya, K. (2003). “Factors affecting long-term efficiency of compensation grouting in clays.” J. Geotech. Geoenviron. Eng., 129(3), 254–262.
Boone, S., Heenan, D., and Pennington, B. (1997). “Monitoring systems for control of compensation grouting.” Proc., Grouting: Compaction, Remediation and Testing (GSP 66), C. Vipulanandan, ed., ASCE, New York, 101–117.
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Contini, A., Cividini, A., and Gioda, G. (2007). “Numerical evaluation of the surface displacements due to soil grouting and to tunnel excavation.” Int. J. Geomech., 7(3), 217–226.
Komiya, K., Soga, K., Akagi, H., Jafari, M. R., and Bolton, M. D. (2001). “Soil consolidation associated with grouting during shield tunneling in soft clayey ground.” Geotechnique, 51(10), 835–846.
Mair, R. J., and Hight, D. W. (1994). “Compensation grouting.” World Tunnel., November, 361–367.
Soga, K., Au, S. K. A., Jafari, M. R., and Bolton, M. D. (2004). “Laboratory investigation of multiple grout injections into clay.” Geotechnique, 54(2), 81–90.
Wisser, C., Augrade, C. E., and Burd, H. J. (2005). “Numerical modelling of compensation grouting above shallow tunnels.” Int. J. Numer. Analyt. Meth. Geomech., 29(5), 443–471.
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Published In

Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 10Issue 6December 2010
Pages: 223 - 229

History

Received: Jul 14, 2009
Accepted: May 2, 2010
Published online: Jun 24, 2010
Published in print: Dec 2010

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Authors

Affiliations

James C. Ni [email protected]
Associate Professor, Dept. of Civil Engineering, National Taipei Univ. of Technology, 1, Sec. 3, Chung-hsiao E. Rd., Taipei, 10608, Taiwan, Republic of China. E-mail: [email protected]
Wen-Chieh Cheng, Ph.D. [email protected]
Dept. of Civil Engineering, National Taipei Univ. of Technology, 1, Sec. 3, Chung-hsiao E. Rd., Taipei, 10608, Taiwan, Republic of China (corresponding author). E-mail: [email protected]

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