Consolidation and permeability of transparent amorphous silica

被引:2
|
作者
Liu, JY
Iskander, MG
Sadek, S
机构
[1] STV Inc, New York, NY 10018 USA
[2] Polytech Univ, Dept Civil Engn, Brooklyn, NY 11201 USA
[3] Parsons Brinckerhoff Quade & Douglas Inc, New York, NY USA
来源
GEOTECHNICAL TESTING JOURNAL | 2003年 / 26卷 / 04期
关键词
clay; peat; consolidation; permeability; image analysis; optical; transparency; digital image correlation; model tests;
D O I
暂无
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The consolidation and permeability of transparent amorphous silica are studied in this paper. Transparency is achieved by matching the refractive indices of the amorphous silica particles and the pore fluid. The fundamental premise of this research is that transparent synthetic soils made of amorphous silica can be used in model tests to study three-dimensional deformation and flow problems, using nonintrusive optical visualization techniques, if amorphous silica can be produced with geotechnical properties similar to natural soils. The amorphous silicas studied in this paper exhibit consolidation behavior similar to that of organic clays and peat. The permeability of the material falls within the range typically reported for clays and peats.
引用
收藏
页码:390 / 401
页数:12
相关论文
共 50 条
  • [31] ON THE DETERMINATION OF CRYSTALLINE SILICA IN THE PRESENCE OF AMORPHOUS SILICA
    BYE, E
    EDHOLM, G
    GYLSETH, B
    NICHOLSON, DG
    ANNALS OF OCCUPATIONAL HYGIENE, 1980, 23 (04): : 329 - 334
  • [32] Novel oxide amorphous semiconductors: Transparent conducting amorphous oxides
    Hosono, H
    Yasukawa, M
    Kawazoe, H
    JOURNAL OF NON-CRYSTALLINE SOLIDS, 1996, 203 : 334 - 344
  • [33] CONSOLIDATION CHARACTERISTICS AND PERMEABILITY OF MISSISSIPPI FAN SEDIMENTS
    BRYANT, W
    WETZEL, A
    TAYLOR, E
    SWEET, W
    INITIAL REPORTS OF THE DEEP SEA DRILLING PROJECT, 1986, 96 : 797 - 809
  • [34] Consolidation and permeability behavior of segregated and homogeneous sediments
    Sridharan, A
    Prakash, K
    GEOTECHNICAL TESTING JOURNAL, 2001, 24 (01): : 109 - 120
  • [35] Permeability and consolidation characteristics of compacted fly ash
    Kaniraj, SR
    Gayathri, V
    JOURNAL OF ENERGY ENGINEERING, 2004, 130 (01) : 18 - 43
  • [36] CONSOLIDATION OF SATURATED CLAY WITH VARIABLE PERMEABILITY AND COMPRESSIBILITY
    POSKITT, TJ
    GEOTECHNIQUE, 1969, 19 (02): : 234 - &
  • [37] Permeability and Consolidation Parameters in Tailings Treated with Seawater
    Campana, Jose
    Bard, Edgar
    Carmi, Carlos
    Valenzuela, Luis
    FROM FUNDAMENTALS TO APPLICATIONS IN GEOTECHNICS, 2015, : 2450 - 2457
  • [38] OBSERVATIONS ON THE CONSOLIDATION CHARACTERISTICS AND PERMEABILITY OF ANGLIAN TILLS
    LITTLE, JA
    ENGINEERING GEOLOGY, 1988, 26 (01) : 69 - 88
  • [39] Nonlinear analysis of consolidation with variable compressibility and permeability
    庄迎春
    谢康和
    李西斌
    Journal of Zhejiang University Science A(Science in Engineering), 2005, (03) : 28 - 34
  • [40] Nonlinear analysis of consolidation with variable compressibility and permeability
    Zhuang Ying-chun
    Xie Kang-he
    Li Xi-bin
    Journal of Zhejiang University-SCIENCE A, 2005, 6 (3): : 181 - 187