Finite element modelling of laterally loaded lime-cement columns using a damage plasticity model

作者: Stefan Larsson , Richard Malm , Benjamin Charbit , Anders Ansell

DOI: 10.1016/J.COMPGEO.2012.03.004

关键词:

摘要: The behaviour of laterally loaded lime-cement columns in a shear box was studied. Laboratory tests are presented together with numerical analyses where the simulated by concrete damag ...

参考文章(27)
Stefan Larsson, State of Practice Report : Execution, monitoring and quality control Deep Mixing ´05. pp. 732- 785 ,(2005)
Bengt B. Broms, Stefan Larsson, Shear Box Model Tests With Lime/Cement Columns - Some Observations Of Failure Mechanisms International Conference on Geotechnical & Geological Engineering, Melbourne, Australia. ,(2000)
Stefan Larsson, Shear box apparatus for modelling chemicalstabilised soil - introductory tests International Conference on Dry Mix Methods for Deep Soil Stabilization, Stockholm. pp. 115- 121 ,(1999)
Bengt B. Broms, Per Boman, LIME COLUMNS - A NEW FOUNDATION METHOD Journal of Geotechnical and Geoenvironmental Engineering. ,vol. 105, pp. 539- 556 ,(1979) , 10.1061/AJGEB6.0000788
Matti Kivelö, Stabilization of embankments on soft soil with lime/cement columns Institutionen för anläggning och miljö. ,(1998)
Benjamin Charbit, Numerical analysis of laterally loaded lime/cement columns 20th European Young Geotechnical Engineers Conference. Brno, Czech Republic. 31st of May - 1st of June 2010. ,(2010)
A. Porbaha, S. Shibuya, T. Kishida, State of the art in deep mixing technology. Part III:geomaterial characterization Proceedings of the Institution of Civil Engineers - Ground Improvement. ,vol. 4, pp. 91- 110 ,(2000) , 10.1680/GRIM.2000.4.3.91