Recently, a novel photogrammetry-based method has been developed for unsaturated soil deformation measurements during triaxial testing. This method provides a simple and cost effective alternative to the conventional double-wall cell method. In this study, a validation test on a saturated sand specimen was conducted to evaluate the accuracy of the newly developed photogrammetry-based method. A sensitivity analysis was also carried out on the impact of the system parameters (i.e., cell wall thickness, refractive indices of water and cell wall) on the overall measurement accuracy. The refractive index of water was found to have the most significant impact on overall measurement accuracy of the photogrammetry-based method
Conventional methods for measuring the deformational response of geosynthetics, such as the linear v...
This research is an effort to apply image processing techniques for non-contact determination of 2D ...
Suction-controlled triaxial tests have been widely used to characterize unsaturated soils. However, ...
Triaxial test has been widely used to investigate the stress—strain relationship of unsaturated soil...
When characterizing an unsaturated soil using the triaxial test apparatus, it is required to measure...
When characterizing an unsaturated soil using the triaxial test apparatus, it is required to measure...
Triaxial tests have been extensively used to characterize soil behavior. During triaxial testing, th...
Triaxial tests have been widely used to evaluate soil behaviors. In the past few decades, several me...
In the past, full-field deformation of unsaturated soils during triaxial testing has never been repo...
Stereophotogrammetry was adopted as a means to measure three-dimensional displacements of a soil spe...
Triaxial tests are used extensively to evaluate stress-strain behavior for both saturated and unsatu...
Accurate measurement of axial, radial, and volumetric strain parameters are critical to the understa...
262 p.Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 1981.Engineering testing of soils ...
In order to avoid the influence of end restraint on triaxial stress and strain measurements, this st...
A deformation measurement system based on particle image velocimetry (PIV) and close-range photogram...
Conventional methods for measuring the deformational response of geosynthetics, such as the linear v...
This research is an effort to apply image processing techniques for non-contact determination of 2D ...
Suction-controlled triaxial tests have been widely used to characterize unsaturated soils. However, ...
Triaxial test has been widely used to investigate the stress—strain relationship of unsaturated soil...
When characterizing an unsaturated soil using the triaxial test apparatus, it is required to measure...
When characterizing an unsaturated soil using the triaxial test apparatus, it is required to measure...
Triaxial tests have been extensively used to characterize soil behavior. During triaxial testing, th...
Triaxial tests have been widely used to evaluate soil behaviors. In the past few decades, several me...
In the past, full-field deformation of unsaturated soils during triaxial testing has never been repo...
Stereophotogrammetry was adopted as a means to measure three-dimensional displacements of a soil spe...
Triaxial tests are used extensively to evaluate stress-strain behavior for both saturated and unsatu...
Accurate measurement of axial, radial, and volumetric strain parameters are critical to the understa...
262 p.Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 1981.Engineering testing of soils ...
In order to avoid the influence of end restraint on triaxial stress and strain measurements, this st...
A deformation measurement system based on particle image velocimetry (PIV) and close-range photogram...
Conventional methods for measuring the deformational response of geosynthetics, such as the linear v...
This research is an effort to apply image processing techniques for non-contact determination of 2D ...
Suction-controlled triaxial tests have been widely used to characterize unsaturated soils. However, ...