Deformation Pattern of Sand Subject to Static Penetration

作者:Mel'nikov A V*; Boldyrev G G
来源:Soil Mechanics and Foundation Engineering, 2015, 51(6): 292-298.
DOI:10.1007/s11204-015-9292-1

摘要

Results are presented for experimental-theoretical investigations of the deformation pattern of sand when penetrated by a prototype probe. The deformation was measured by the contact-free method based on digital-imaging techniques. Numerical modeling was performed by "PLAXIS" software. Clearly expressed localization of shear deformations is established between bounds of a family of strips in the mass of sand around the prototype probe.

  • 出版日期2015-1