Rights accessRestricted access - publisher's policy
This paper analyses results from a three dimensional discrete element method
simulation of the cone penetration test in a "Virtual Calibration Chamber" (VCC). The deformation patterns in the soil adjacent to the cone during penetration are considered. While some insight can certainly be achieved by visualization of the discrete particle displacements, typically in geomechanics our interpretations of material response are in terms of (continuum) strains. Here a local, non-linear, wavelet based approach is used to calculate the strain distribution within the VCC. This method was found to represent effectively strain fields as penetration proceeds. The axial symmetry of the system at the macro level is c1early evidenced by the strain plots.
CitationButlanska, J. [et al.]. Mapping deformation during CPT in a virtual calibration chamber. A: International Symposium on Geomechanics and Geotechnics. "International Symposium on Geomechanics and Geotechnics: from micro to macro". Shanghai: CRC Press/Balkema, 2010, p. 559-564.
All rights reserved. This work is protected by the corresponding intellectual and industrial property rights. Without prejudice to any existing legal exemptions, reproduction, distribution, public communication or transformation of this work are prohibited without permission of the copyright holder. If you wish to make any use of the work not provided for in the law, please contact: email@example.com