Deformation Pattern of Sand Subject to Static Penetration

被引：2

作者：

Mel'nikov, A. V. ^{[1
]}

Boldyrev, G. G. ^{[2
]}

机构：

[1] JSC NPP Geotek, Penza, Russia

[2] Penza State Univ Architecture & Civil Engn, Penza, Russia

来源：

SOIL MECHANICS AND FOUNDATION ENGINEERING | 2015年 / 51卷 / 06期

关键词：

Shear Strain; Void Ratio; Triaxial Compression; Deformation Pattern; Maximum Shear Strain;

D O I：

10.1007/s11204-015-9292-1

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

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.

引用

页码：292 / 298

页数：7

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