Triaxial cell for nonisothermal shear strength of compacted silt under high suction magnitudes

被引:0
|
作者
Alsherif, N. A. [1 ]
McCartney, J. S. [1 ]
机构
[1] Univ Colorado, Dept Civil Environm & Architectural Engn, Boulder, CO 80309 USA
关键词
VAPOR EQUILIBRIUM TECHNIQUE; MECHANICAL-BEHAVIOR; THERMOMECHANICAL MODEL; CLAYS; CONSOLIDATION;
D O I
暂无
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
This study introduces a new triaxial cell which was developed to measure the shear strength of unsaturated soils under elevated temperatures and high suction magnitudes. Suction control is implemented by circulating vapor through a soil specimen having an initially low degree of saturation. The relative humidity in the vapor is controlled using an automated humidity system which uses a probe in the bottom platen of the triaxial cell to partition wet and dry Nitrogen gas through the specimen. The temperature of the soil specimen is controlled using heating elements in the cell fluid. This paper also presents the experimental procedures used to calibrate the temperature effects on the deformation response of the cell and the suction control system under elevated temperatures. The results from this study indicate the versatility of this new device in measuring the shear strength and volume change of soils under high temperature and suction magnitudes.
引用
下载
收藏
页码:147 / 152
页数:6
相关论文
共 50 条
  • [1] Yielding of Silt at High Temperature and Suction Magnitudes
    Alsherif N.A.
    McCartney J.S.
    Geotechnical and Geological Engineering, 2016, 34 (2) : 501 - 514
  • [2] Thermal behaviour of unsaturated silt at high suction magnitudes
    Alsherif, N. A.
    Mccartney, J. S.
    GEOTECHNIQUE, 2015, 65 (09): : 703 - 716
  • [3] Capillary-Based Nonisothermal Suction Stress and Nonlinear Shear Strength Criteria for Unsaturated Compacted Soils
    Pham, Tuan A.
    Sutman, Melis
    Nadimi, Sadegh
    International Journal of Geomechanics, 2025, 25 (05)
  • [4] Matric suction and shear strength of dynamically compacted soils
    Kizza, R.
    Leong, E. C.
    Rahardjo, H.
    UNSATURATED SOILS: RESEARCH & APPLICATIONS, VOLS 1 AND 2, 2014, : 1323 - 1327
  • [5] EXPERIMENTAL STUDY ON THE BEHAVIOR OF UNSATURATED COMPACTED SILT UNDER TRIAXIAL COMPRESSION
    Oka, Fusao
    Kodaka, Takeshi
    Suzuki, Hirotaka
    Kim, Young Seok
    Nishimatsu, Norisuke
    Kimoto, Sayuri
    SOILS AND FOUNDATIONS, 2010, 50 (01) : 27 - 44
  • [6] STRENGTH OF FROZEN SALINE SILT UNDER TRIAXIAL COMPRESSION WITH HIGH STRAIN RATE
    Sinitsyn, Anatoly O.
    Loset, Sveinung
    SOIL MECHANICS AND FOUNDATION ENGINEERING, 2011, 48 (05) : 196 - 202
  • [7] Strength of frozen saline silt under triaxial compression with high strain rate
    Anatoly O. Sinitsyn
    Sveinung Løset
    Soil Mechanics and Foundation Engineering, 2011, 48 : 196 - 202
  • [8] Strength and deformation performances of silt-based foamed concrete under triaxial shear loading
    Liu, Mingpeng
    Liu, Zhikun
    Wang, Kai
    Ma, Chuanyi
    Zhang, Hongbo
    Zhuang, Peizhi
    JOURNAL OF BUILDING ENGINEERING, 2022, 60
  • [9] Direct shear strength of a compacted unsaturated silty soil subjected to high total suction
    Nishimura, T
    Komagome, K
    GEOTECHNICAL ENGINEERING MEETING SOCIETY'S NEEDS, VOLS 1 AND 2, PROCEEDINGS, 2001, : 1085 - 1088
  • [10] Shear strength-suction relationship of compacted Ankara clay
    Cokca, Erdal
    Tilgen, Hueseyin P.
    APPLIED CLAY SCIENCE, 2010, 49 (04) : 400 - 404