Zobrazeno 1 - 10
of 45
pro vyhledávání: '"G. N. Pande"'
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 12, Iss 6, Pp 1356-1360 (2020)
The importance of soil water retention characteristics in modelling the hydro-mechanical response of unsaturated soils has been well recognised by many investigators in recent years. Determination of strain-dependent soil water retention curve (SWRC)
Autor:
G. N. Pande, S. Pietruszczak
Publikováno v:
Geomechanical Modelling in Engineering Practice ISBN: 9780203753583
A rough count shows that there are nearly 40-50 models published in the literature. It is useful to classify the various constitutive models in different categories depending on the fundamental theories on which they are based. The mathematical theor
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d9d512bff56ff712d07e03fcae35b690
https://doi.org/10.1201/9780203753583-19
https://doi.org/10.1201/9780203753583-19
This text is taken from proceedings of the Third International Symposium on Numerical Models in Geomechanics, Niagara Falls, Canada, 8-11 May 1989.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1df2225b550813051fa8c90e84371050
https://doi.org/10.1201/9781003078548
https://doi.org/10.1201/9781003078548
Autor:
J. Middleton, J. F. Benvenuti, Malcolm Jones, Dominique P. Pioletti, G. N. Pande, L. R. Rakotomanana, Pierre-François Leyvraz
In the present study, we developed a finite element model of the human ACL taking into account the anatomical insertion zones of the ligament, a knee passive 3D kinematics and a realistic constitutive law. This study was performed in three steps. The
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::150564439989a0a3a82e1583e6a3f378
https://doi.org/10.1201/9781003078289-75
https://doi.org/10.1201/9781003078289-75
1. Bone Structures, Implants and Validation Methods 2. Bone Re-modelling and Damage Mechanics 3. Soft Tissue Analysis and Respiratory Models 4. Musculoskeletal Models, Ligament Analysis and Human Body Impact 5. Image Analysis, Surgical Simulation and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::04fe394ed9dfc248dd3c16d1f6a8f2f2
https://doi.org/10.1201/9781003078289
https://doi.org/10.1201/9781003078289
Autor:
G. N. Pande, Minna Karstunen
Publikováno v:
Applications of Computational Mechanics in Geotechnical Engineering ISBN: 9781003078111
Applications of Computational Mechanics in Geotechnical Engineering
Applications of Computational Mechanics in Geotechnical Engineering
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4b129114914671c7468f2768b75757d4
https://doi.org/10.1201/9781003078111-13
https://doi.org/10.1201/9781003078111-13
Publikováno v:
International Journal of Geomechanics. 20
This paper presents a framework for the incorporation of the gradation curve in the description of mechanical behavior of unsaturated soils at low to medium degrees of saturation. Unsaturat...
An average size of pores and pore-size distribution (POSD) is often required for advanced constitutive models for soils adopted for hydro-mechanical-thermal coupled problems. There are a number of methods available for determining POSD, with most req
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::cd43506382bf8f2622ef53f4d6a9cf32
https://cronfa.swan.ac.uk/Record/cronfa30606
https://cronfa.swan.ac.uk/Record/cronfa30606
Publikováno v:
Géotechnique. 53:833-838
INTRODUCTION Liquefaction of sandy soils during earthquakes is a cause for concern as it may lead to disastrous consequences, such as significant structural damage and loss of life. Considerable advances have been made in recent years in the area of
Publikováno v:
International Journal of Geomechanics. 2:175-203
This article presents experimental results of tests on soil-structure interfaces carried out on a new “ring simple shear” apparatus specially developed at Ecole Nationale des Ponts and Chaussees, Paris, for such studies. In this apparatus strain