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Effect of Particle Size Distribution on Monotonic Shear Strength And Stress-Dilatancy of Coarse-Grained Soils
Natural soil deposits can consist of particles with a wide range of sizes. In current practice, the assessment of shear strength and …
Mandeep Singh Basson
,
Alejandro Martinez
,
Jason T. DeJong
A Multi-orientation System for Determining Angular Distributions of Shear Wave Velocity in Soil Specimens.
Soils typically have anisotropic mechanical and hydraulic properties due to the micro-scale interactions between particles that are …
Mandeep Singh Basson
,
Alejandro Martinez
PDF
Experimental and numerical assessment of fabric anisotropy using multi-orientation shear wave velocity measurements.
The soil fabric is made up of the arrangement of soil particles and inter-particle interactions, which impacts the behavior of granular …
Mandeep Singh Basson
,
Alejandro Martinez
Quantifying surface topography of biological systems from 3D scans.
Understanding the three-dimensional (3D) surface complexity of biological systems can yield fundamental insights into how organisms …
Alejandro Martinez
,
D. Nguyen
,
Mandeep Singh Basson
,
J, Medina
,
D.J. Irschick
,
S. Baeckens
PDF
Experimental Estimation of Fabric in Granular Materials Using Shear Wave Velocity Measurements
The arrangement of soil particles and inter-particle contacts constitutes the basis of the soil fabric, which influences the behavior …
Mandeep Singh Basson
,
Jasmine Miller
,
Alejandro Martinez
PDF
Comparison of slope stability using Smoothed Particle Hydrodynamics, Finite Element Method, and Limit Equilibrium Method
The principles of slope stability analysis embrace the mechanics of slope failure to develop methods of stability analysis, to predict …
Mandeep Singh Basson
,
R. Venkatraman
,
G.V. Ramana
PDF
Ant colony optimization for slope stability analysis applied to an embankment failure in eastern India
The safety of road embankments is mainly assessed in the engineering practice by limit equilibrium analyses. Locating the critical slip …
Mayank Mishra
,
Mandeep Singh Basson
,
G V Ramana
,
Roberto Vassallo
PDF
Evaluation of macroscopic soil model parameters using the Discrete Element Method
The engineering properties of the granular materials are controlled by the physical characteristics of the particles, the fabric, the …
Mandeep Singh Basson
,
Roberto Cudmani
,
G.V. Ramana
PDF
A DEM Study of the Evolution of Fabric of Coarse-Grained Materials during Oedometric and Isotropic Compression
Granular materials like sandy and gravely soils are composed of an assembly of individual particles. A given soil deposit or specimen …
Mandeep Singh Basson
,
Alejandro Martinez
PDF
Effect of human hair fiber reinforcement on shrinkage cracking potential of expansive clay
This paper presents the results of an experimental investigation carried out to study the shrinkage cracking behavior of clay soil …
Mandeep Singh Basson
,
Ramanathan Ayothiraman
PDF
Framework for tracking the accumulation of shear strains during cyclic mobility
Framework for tracking the accumulation of shear strains in experiments exhibiting cyclic mobility behavior of liquefiable sands is …
F. Humire
,
K. Ziotopoulou
,
M.S. Basson
,
A. Martinez
Active Seismic Earth Pressure due to Unsaturated Backfill
In this paper, an analytical solution is developed for active seismic earth pressure on the back of a retaining wall supporting an …
Mandeep Singh Basson
,
Vikas Pratap Singh
PDF
Effect of Steam Curing on Precast Segments used as Tunnel Lining for Tunnel Bored by Shield TBM
Accelerated curing is any method by which high early age strength is achieved in concrete. These techniques are especially useful in …
Mandeep Singh Basson
,
Shweta Goyal
Influence of Matric Suction on Short Term Stability Analysis of Unsaturated Slopes
Short term stability analysis of slopes and embankments made up of fine grained soils are often carried out based on undrained shear …
Mandeep Singh Basson
,
Vikas Pratap Singh
A DEM Study of the Evolution of Fabric of Coarse-Grained Materials during Oedometric and Isotropic Compression.
Granular materials like sandy and gravely soils are composed of an assembly of individual particles. A given soil deposit or specimen …
Mandeep Singh Basson
,
Alejandro Martinez
PDF
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