Discrete element modelling of cavity expansion and pressuremeter test

References

• Baguelin , F. , Jezequel , J.F. and Shields , D.H. 1978 . The pressuremeter and foundation engineering , Trans Tech Publications, Clausthal, Germany .
   Google Scholar
• Bishop , R.F. , Hill , R. and Mott , N.F. 1945 . Theory of indentation and hardness tests . Proceedings of the Physical Society , 57 ( 3 ) : 147 – 159 .
   Google Scholar
• Darius , M. and Rimantas , K. 2006 . Compacting of particles for biaxial compression test by the discrete element method . Journal of Civil Engineering and Management , 2 ( 2 ) : 153 – 161 .
   Google Scholar
• Fahey , M. 1986 . Expansion of a thick cylinder of sand: A laboratory simulation of the pressuremeter test . Geotechnique , 36 ( 3 ) : 397 – 424 .
   Web of Science ®Google Scholar
• Gibson , R.E. and Anderson , W.F. 1961 . In-situ measurement of soil properties with the pressuremeter . Civil Engineering and Public Works Review , 56 : 615 – 618 .
   Google Scholar
• Gong , G. 2008 . DEM simulations of drained and undrained behavior , UK : Thesis (PhD). University of Birmingham .
   Google Scholar
• Hill , R. 1950 . The mathematical theory of plasticity , London : Oxford University .
   Google Scholar
• Huang , A.B. and Ma , M.Y. 1994 . An analytical study of cone penetration tests in granular material . Canadian Geotechnical Journal , 31 : 91 – 103 .
   Web of Science ®Google Scholar
• Huang , Z-Y. , Yang , Z-X. and Wang , Z-Y. 2008 . Discrete element modeling of sand behavior in a biaxial shear test . Journal of Zhejiang University SCIENCE A , 9 ( 9 ) : 1176 – 1183 .
   Web of Science ®Google Scholar
• Hughes , J.M.O. 1973 . An instrument for the in situ measurement of the properties of soft clays , UK : Thesis (PhD). University of Cambridge .
   Google Scholar
• Jensen , R.P. 2001 . Effect of particle shape on interface behaviour of DEM-simulated granular materials . The International Journal of Geomechanics , 1 ( 1 ) : 1 – 19 .
   Google Scholar
• Ladanyi , B. 1963 . Expansion of a cavity in a saturated clay medium . Journal of the Soil Mechanics and Foundation Engineering Division, ASCE , 89 ( 4 ) : 127 – 161 .
   Google Scholar
• Lin , X. and Ng , T.-T. 1997 . Three-dimensional discrete element method using arrays of ellipsoid . Geotechnique , 47 : 319 – 329 .
   Web of Science ®Google Scholar
• Lu , M. and McDowell , G. R. 2007 . The importance of modeling ballast particle shape in the discrete element method . Granular Matter , 9 : 69 – 80 .
   Web of Science ®Google Scholar
• Mair , R.J. and Wood , D.M. 1987 . Pressuremeter testing: Methods and interpretation , London , , UK : CIRIA Ground Engineering Report .
   Google Scholar
• Menard , L. 1957 . An apparatus for measuring the strength of soils in place , Urbana , , France : Thesis (PhD). University of Illinois .
   Google Scholar
• Ni , Q. 2003 . Effect of particle properties and boundary conditions on soil shear behaviour: 3-D numerical simulations , UK : Thesis (PhD). University of Southampton .
   Google Scholar
• Palmer , A.C. 1972 . Undrained plane strain expansion of a cylindrical cavity in clays . Geotechnique , 22 : 451 – 457 .
   Web of Science ®Google Scholar
• Pena , A.A. 2008 . Biaxial test simulations using a packing of polygonal particles . International Journal for Numerical and Analytical Methods in Geomechanics , 32 : 143 – 160 .
   Web of Science ®Google Scholar
• Randolph , M.F. and Wroth , C.P. 1979 . An analytical solution for the consolidation around a driven pile . International Journal of Numerical and Analytical Methods in Geomechanics , 3 : 217 – 229 .
   Web of Science ®Google Scholar
• Wroth , C.P. 1984 . The interpretation of in-situ soil tests . Geotechnique , 34 ( 4 ) : 449 – 489 .
   Web of Science ®Google Scholar
• Yu , H.S. 1992 . Expansion of a thick cylinder of soils . Computers and Geotechnics , 14 : 21 – 41 .
   Google Scholar
• Yu , H.S. 2000 . Cavity expansion methods in geomechanics , Dordrecht : Kluwer .
   Google Scholar