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International Journal for Numerical and Analytical Methods in Geomechanics is a peer-reviewed journal published by Wiley, covering Geotechnical Engineering and Underground Structures, Geotechnical Engineering and Soil Mechanics, Geotechnical Engineering and Soil Stabilization.
| Publisher | Wiley |
|---|---|
| Reference style | Author–year (Chicago) Author–year — (Smith, 2023) in the text Smith, Ada, Ben Jones, and Cara Lee. 2023. "A Representative Article Title." International Journal for Numerical and Analytical Methods in Geomechanics 12 (3): 45–58.
Formats any DOI in International Journal for Numerical and Analytical Methods in Geomechanics style. No sign-up. |
| Publishes research in | Geotechnical Engineering and Underground Structures Geotechnical Engineering and Soil Mechanics Geotechnical Engineering and Soil Stabilization Rock Mechanics and Modeling Geotechnical Engineering and Analysis |
| ISSN | 0363-9061 |
| Citation impact (2-yr) | 3.28 |
| h-index | 148 |
| i10-index | 2,528 |
| Total citations | 132,374 |
| Article processing charge | $4,530 |
| Top institutions publishing here | Marymount University |
| Journal website | onlinelibrary.wiley.com |
| You get | A submission-ready PDF and the editable LaTeX source — ready to submit. |
Citations each year’s papers have accumulated so far — the most recent years are still building up.
Abstract The basic equations of motion for porous media were established by Biot and despite many subsequent rederivations, are, with minor modifications, relevant today. However, some changes of variables and approximations are on occasion useful, and this paper discusses the alternative forms available and their relative efficiency of solution in the numerical context. Here penaity…
Abstract Simulation of large deformation and post‐failure of geomaterial in the framework of smoothed particle hydrodynamics (SPH) are presented in this study. The Drucker–Prager model with associated and non‐associated plastic flow rules is implemented into the SPH code to describe elastic–plastic soil behavior. In contrast to previous work on SPH for solids, where the hydrostatic…
Abstract This paper describes a technique for computing lower bound limit loads in soil mechanics under conditions of plane strain. In order to invoke the lower bound theorem of classical plasticity theory, a perfectly plastic soil model is assumed, which may be either purely cohesive or cohesive‐frictional, together with an associated flow rule. Using a…
The geothermal use of concrete geostructures (piles, walls and slabs) is an environmentally friendly way of cooling and heating buildings. With such geothermal structures, it is possible to transfer energy from the ground to fluid-filled pipes cast in concrete and then to building environments. To improve the knowledge in the field of geothermal structures, the…
Abstract The paper presents the results of an experimental study of thermal effects on the mechanical behaviour of a saturated clay. The study was performed on CM clay (Kaolin) using a temperature‐controlled triaxial apparatus. Applied temperatures were between 22 and 90°C. A comprehensive experimental program was carried out, including: (i) triaxial shear tests at ambient…
