Mehdi Veiskarami
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View article: Stacked machine learning models for accurate estimation of shear and Stoneley wave transit times in DSI log
Stacked machine learning models for accurate estimation of shear and Stoneley wave transit times in DSI log Open
View article: A Lower Bound Estimate of the Bearing Capacity of Foundations on Inherently Anisotropic Sands: Verification with 100 Case Studies
A Lower Bound Estimate of the Bearing Capacity of Foundations on Inherently Anisotropic Sands: Verification with 100 Case Studies Open
Bearing capacity of transversely isotropic soils have been studied by implementing the microstructure tensor in the previous works. This paper is a counterpart of the previous theoretical one which mainly focused on the verification and ph…
View article: Monitoring and Modeling of a Landslide in Kahroud, Iran, by InSAR Measurements and Slope Stability Analysis
Monitoring and Modeling of a Landslide in Kahroud, Iran, by InSAR Measurements and Slope Stability Analysis Open
This work demonstrates the potential of Synthetic Aperture Radar Interferometry (InSAR) based on Interferometric Point Target Analysis (IPTA) approach for landslide-induced deformation measurement. 28 Sentinel-1A images acquired between Oc…
View article: Stability analysis of sloping grounds in unsaturated soils using the method of stress characteristics
Stability analysis of sloping grounds in unsaturated soils using the method of stress characteristics Open
An extension of the slip line theory to unsaturated soils is presented and applied to the problem of stability of slopes in unsaturated soils. The matric suction is then introduced and implemented in governing equations by the well-known B…
View article: INTERFEROMETRIC POINT TARGET ANALYSIS (IPTA) FOR LANDSLIDE MONITORING
INTERFEROMETRIC POINT TARGET ANALYSIS (IPTA) FOR LANDSLIDE MONITORING Open
By the advent of Persistent Scatterer Interferometry (PSI) time-series analysis, this technique has demonstrated high performance in producing accurate measurements of ground displacements. However, due to several limitations such as high …
View article: Correction to: Load–Displacement Behavior of Driven Piles in Sand Using CPT-Based Stress and Strain Fields
Correction to: Load–Displacement Behavior of Driven Piles in Sand Using CPT-Based Stress and Strain Fields Open
The article Load–Displacement Behavior of Driven Piles in Sand Using CPT-Based Stress and Strain Fields written by Fatemeh Valikhah, Abolfazl Eslami,Mehdi Veiskarami was originally published electronically on the publisher's internet porta…
View article: Stability of Supported Vertical Cuts in Granular Matters in Presence of the Seepage Flow by a Semi-Analytical Approach
Stability of Supported Vertical Cuts in Granular Matters in Presence of the Seepage Flow by a Semi-Analytical Approach Open
Vertical cuts are prone to several types of failure, such as piping, ground heaving and deep seated or base failure. The latter is the subject of this study and probably attracts less attention in comparison with other types of failure. Al…