Results 151 to 160 of about 28,155 (268)
Memory of Stress History in Single and Two Surface Plasticity for Granular Soils
International Journal for Numerical and Analytical Methods in Geomechanics, Volume 50, Issue 2, Page 597-612, 10 February 2026.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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Author Correction: A constrained machine learning surrogate model to predict the distribution of water-in-oil emulsions in electrostatic fields. [PDF]
Sci RepKooti G +3 more
europepmc +1 more source
A geotechnical investigation of freeze-thaw dewatering of oil sands fine tailings
, 1998 Samuel Albert. Proskin
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International Journal for Numerical and Analytical Methods in Geomechanics, Volume 50, Issue 3, Page 1430-1450, 25 February 2026.ABSTRACT This study investigates the bearing capacity of tension piles and pile‐soil interaction during loading. Discrepancies between predicted and measured bearing capacities in previous tests motivated the study, where analytical methods showed considerable scatter and uncertainties in design.
Diaa Alkateeb, Jürgen Grabe
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Settlement prediction of undercrossing semicircular tunnel-pile set up in soft clay soil. [PDF]
Sci RepAdriko NB, Fang Y, Ying K, Khan A.
europepmc +1 more source
Geological and geotechnical modeling for the organization and utilization of subsurface space in urban areas: an application to the São Paulo metropolitan area [PDF]
João Paulo Mantovani Alvarenga +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, Volume 50, Issue 2, Page 1166-1175, 10 February 2026.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
wiley +1 more source