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Published in 2025 at "Rock Mechanics and Rock Engineering"
DOI: 10.1007/s00603-025-04452-5
Abstract: This study experimentally investigates the effects of various stress paths and orientations on induced undrained pore pressure in the Draupne shale and their predictability using experimentally determined pore pressure parameters and elements of anisotropic poroelasticity.…
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Keywords:
pressure;
orientation;
undrained pore;
pore pressure ... See more keywords
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Published in 2021 at "Acta Geotechnica"
DOI: 10.1007/s11440-021-01242-5
Abstract: Plenty of geomechanics tests and theories have confirmed the existence of non-coaxiality while soil is subjected to principal stress rotation. This paper investigated the influence of one particular principal stress path, which is a ‘heart-shape’…
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Keywords:
non coaxiality;
stress path;
coaxiality;
principal stress ... See more keywords
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Published in 2020 at "Particuology"
DOI: 10.1016/j.partic.2020.11.003
Abstract: Abstract The critical state soil mechanics (CSSM) framework has been widely used across a range of problems in geomechanics involving complex loading conditions. However, the uniqueness of the critical state has been disputed for many…
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Keywords:
state;
stress path;
stress paths;
critical state ... See more keywords
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Published in 2018 at "Soil Dynamics and Earthquake Engineering"
DOI: 10.1016/j.soildyn.2017.10.016
Abstract: Abstract Under seismic loading, soil layers experience multidirectional cyclic shear stresses with different amplitudes and frequencies. Therefore, the deformation behavior of soft clay under complex stress paths is practically relevant. In this study, cyclic tests…
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Keywords:
soft clay;
bidirectional shear;
shear stresses;
clay ... See more keywords
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Published in 2024 at "Scientific Reports"
DOI: 10.1038/s41598-024-63917-9
Abstract: Settlement of roads or railway caused by traffic loading has a serious effect on the safety and service performance of transport infrastructures constructed on soft marine clay. While simple cyclic triaxial test with constant confining…
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Keywords:
pressure;
marine clay;
variable confining;
clay ... See more keywords
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Published in 2019 at "Canadian Geotechnical Journal"
DOI: 10.1139/cgj-2018-0291
Abstract: A two-dimensional numerical model based on the distinct element method, previously calibrated to the laboratory properties of undamaged and damaged Lac du Bonnet (LdB) granite, was used to investigate the influence of stress path on…
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Keywords:
stress;
influence stress;
stress fracturing;
stress path ... See more keywords
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Published in 2020 at "Minerals"
DOI: 10.3390/min10121119
Abstract: Numerical modelling is playing an increasing role in the interpretation of geological observations. A similar phenomenon is occurring with respect to the interpretation of the stress–strain response of intact rock measured in laboratory tests. In…
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Keywords:
path failure;
effect stress;
stress;
stress path ... See more keywords
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Published in 2022 at "Polymers"
DOI: 10.3390/polym14153225
Abstract: In order to investigate the yield surface evolution of polypropylene (PP) under dynamic impact and the relationship between yield surface parameters and the strain rate, five shear-compression specimens (SCSs) with different inclination angles are designed…
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Keywords:
stress path;
yield;
rate;
yield surface ... See more keywords