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[ΒΙΒΛΙΟ][B] Image correlation for shape, motion and deformation measurements: basic concepts, theory and applications
Image Correlation for Shape, Motion and Deformation Measurements provides a
comprehensive overview of data extraction through image analysis. Readers will find and in …
comprehensive overview of data extraction through image analysis. Readers will find and in …
3D multiscale modeling of strain localization in granular media
A hierarchical multiscale modeling approach is used to investigate three-dimensional (3D)
strain localization in granular media. Central to the multiscale approach is a hierarchical …
strain localization in granular media. Central to the multiscale approach is a hierarchical …
Numerical modelling of the effects of foundation scour on the response of a bridge pier
Foundation scour can have a detrimental effect on the performance of bridge piers, inducing
a significant reduction of the lateral capacity of the footing and accumulation of permanent …
a significant reduction of the lateral capacity of the footing and accumulation of permanent …
Experimental study of strain localization in sensitive clays
For evaluation of slope stability in materials displaying strain-softening behavior, knowledge
concerning the failed state material response is of importance. Here, soft sensitive clay is …
concerning the failed state material response is of importance. Here, soft sensitive clay is …
Influence of specimen nonuniformity and end restraint conditions on drained triaxial compression test results in sand
M Mozaffari, W Liu, M Ghafghazi - Canadian Geotechnical …, 2022 - cdnsciencepub.com
Drained triaxial compression tests on sand are common in geotechnical engineering due to
their application in determining strength and critical state properties, and calibration of …
their application in determining strength and critical state properties, and calibration of …
Implication of end restraint in triaxial tests on the derivation of stress–dilatancy rule for soils having high compressibility
Constitutive models for soils are developed and validated against laboratory tests assuming
these give representative information on the true material behaviour. However, data from …
these give representative information on the true material behaviour. However, data from …
[PDF][PDF] Large deformation dynamic analysis method for partially saturated elasto-viscoplastic soils
B Shahbodagh Khan - 2011 - repository.kulib.kyoto-u.ac.jp
In most of the geotechnical problems there are several complexities which make the
computational analysis of earth structures complicated. First, geomaterials usually fall into …
computational analysis of earth structures complicated. First, geomaterials usually fall into …
Experimental determination of the shear strength of peat from standard undrained triaxial tests: correcting for the effects of end restraint
Conventional triaxial tests on peats are strongly criticised due to the very high shear strength
parameters obtained from standard data elaboration, leading to unrealistic factors of safety …
parameters obtained from standard data elaboration, leading to unrealistic factors of safety …
The use of a nonlocal critical state model in modelling triaxial and plane strain tests on overconsolidated clays
When modelling the phenomenon of strain localisation in strain-softening soils with the finite
element (FE) method, nonlocal approaches have been commonly employed to avoid mesh …
element (FE) method, nonlocal approaches have been commonly employed to avoid mesh …
[HTML][HTML] Coupled analysis of bifurcation and shear band in saturated soils
The focus of this study is the analysis of the onset of a shear band in saturated soils under
biaxial stress conditions taking into account bifurcation in both pore pressure and soil …
biaxial stress conditions taking into account bifurcation in both pore pressure and soil …