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
收藏
页码：292 / 298
页数：7
相关论文
共 50 条
  • [41] ON THE STATIC DEFORMATION OF THE EARTH
    MOCHIZUKI, E
    JOURNAL OF PHYSICS OF THE EARTH, 1988, 36 (05): : 249 - 253
  • [42] STATIC DEFORMATION OF A BOW
    KOOI, BW
    SPARENBERG, JA
    JOURNAL OF ENGINEERING MATHEMATICS, 1980, 14 (01) : 27 - 45
  • [43] Static penetration assessment of stone weapon tip geometry metrics and comparison of static and dynamic penetration depths
    Sitton, Jase
    Stenzel, Christopher
    Buchanan, Briggs
    Eren, Metin I. I.
    Story, Brett
    ARCHAEOMETRY, 2023, 65 (03) : 463 - 479
  • [44] Theoretical Analysis of Deformation and Internal Forces of Used Piles Due to New Static-Pressure Pile Penetration
    Cui, Jifei
    Ouyang, Peihao
    Zhang, Jiani
    Yang, Zhenkun
    APPLIED SCIENCES-BASEL, 2023, 13 (04):
  • [45] STATIC PENETRATION TESTS IN LONDON CLAY
    THOMAS, D
    GEOTECHNIQUE, 1965, 15 (02): : 174 - &
  • [46] Observing 3-D deformation of silica sand under in-situ quasi-static compression
    Bari, P.
    Bale, H.
    Hanan, J. C.
    MECHANICS OF MATERIALS, 2012, 54 : 84 - 90
  • [47] STATIC PENETRATION TESTS IN LONDON CLAY
    PECK, GM
    GEOTECHNIQUE, 1966, 16 (01): : 76 - &
  • [48] Effect of initial static shear on liquefaction and pre-failure deformation of sand under bidirectional cyclic loading
    Cui, Zhen-Dong
    Sui, Tian-Yu
    She, Dong-Tai
    Yuan, Li
    GEOMECHANICS AND ENGINEERING, 2023, 35 (03) : 241 - 253
  • [49] Interpreting DPSH penetration values in sand soils
    MacRobert, C. J.
    JOURNAL OF THE SOUTH AFRICAN INSTITUTION OF CIVIL ENGINEERING, 2017, 59 (03) : 11 - 15
  • [50] STATIC PROPERTIES OF LIGHTLY CEMENTED SAND
    SAXENA, SK
    LASTRICO, RM
    JOURNAL OF THE GEOTECHNICAL ENGINEERING DIVISION-ASCE, 1978, 104 (12): : 1449 - 1464
12345