Results 131 to 140 of about 2,198,761 (284)
Comprehensive dataset of dynamic probing heavy test results for subsurface characterization
Data in BriefThis dataset presents comprehensive results from Dynamic Probing Heavy tests conducted for subsurface characterization. The Dynamic Probing Heavy test is a widely used and standardized in-situ testing method for assessing soil properties, particularly in
E. Soranzo
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Memory of Stress History in Single and Two Surface Plasticity for Granular Soils
International Journal for Numerical and Analytical Methods in Geomechanics, EarlyView.ABSTRACT Recent studies have identified limitations in Manzari and Dafalias' 1997 and 2004 sand plasticity models, particularly regarding one‐way unloading/reloading and ratcheting loading modes. These models are widely accepted as bounding surface models in the geotechnical engineering community; thus, concerns have arisen about a fundamental lack of ...
Alexandros L. Petalas
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International Journal for Numerical and Analytical Methods in Geomechanics, EarlyView.ABSTRACT This study presents a unified representation of the seepage characteristics of virtual soil, such as the transition zone from low‐velocity Darcy flow to high‐velocity non‐Darcy flow, by conducting 3D pore‐level fluid simulations. The process of defining a virtual test region as a representative volume element (RVE) and then assessing the ...
Reika Nomura +4 more
wiley +1 more source
Numerical Instability in Slope Stability Analysis: A Finite Difference Approach
International Journal for Numerical and Analytical Methods in Geomechanics, EarlyView.ABSTRACT In geotechnical engineering, slice methods are the most widely used computational techniques for analyzing slope stability. Notably, the Morgenstern‐Price and Janbu approaches rigorously enforce the equilibrium of forces and moments within these slice methods.
Jean‐Pierre Bardet
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Geotechnical evaluation of pond ash and bentonite mixes for highway engineering applications [PDF]
H. Harshit, Dhananjay Singh Shyamal
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Ground Vibration Attenuation Induced by Gabion and Concrete Mats
International Journal for Numerical and Analytical Methods in Geomechanics, EarlyView.ABSTRACT This paper presents a numerical investigation of the ground vibration attenuation promoted by gabion and concrete mats. The analyses employ a coupled boundary‐finite element model, in which the mat is modeled as a flexible plate in fully bonded contact with the surface of an unbounded, linear‐elastic half‐space representing the soil.
Leonardo A. Marques +3 more
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Model‐Free Data‐Driven Computational Analysis for Soil Consolidation Problems
International Journal for Numerical and Analytical Methods in Geomechanics, EarlyView.ABSTRACT Soils are inherently uncertain natural materials. In geotechnical engineering, soil properties are fundamentally characterised by testing small samples. The results will then be utilised to determine appropriate geomaterial constitutive models and associated parameters for implementation in conventional computational procedures such as finite ...
Wuzhou Zhai +3 more
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Developing A Body Of Knowledge For Civil Engineering Specialization: Geotechnical Engineering [PDF]
, 2020 Kevin Sutterer
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Geomaterials in Geotechnical Engineering
Advances in Civil Engineering, 2019 Yongfeng Deng +4 more
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