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geotechnik is a peer-reviewed journal published by Wiley, covering Civil and Structural Engineering Research, Geotechnical Engineering and Soil Stabilization, Grouting, Rheology, and Soil Mechanics.
| 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." geotechnik 12 (3): 45–58.
Formats any DOI in geotechnik style. No sign-up. |
| Publishes research in | Civil and Structural Engineering Research Geotechnical Engineering and Soil Stabilization Grouting, Rheology, and Soil Mechanics Corporate Social Responsibility and Sustainability Geotechnical Engineering and Analysis |
| ISSN | 0172-6145 |
| Citation impact (2-yr) | 0.19 |
| h-index | 16 |
| i10-index | 41 |
| Total citations | 1,541 |
| Top institutions publishing here | Hamburg University of Technology |
| 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 article revisits the classic problem of tunnel face stability with special emphasis on the effect of horizontal stresses. These are important for shear resistance and thus also for the equilibrium of the potentially unstable body in front of the tunnel face, but they also present the difficulty of static indeterminacy. Starting from the…
Abstract When it comes to the general design of laterally loaded piles in offshore environments, bedding resistance is usually modelled by the p‐y method recommended in the offshore guidelines (OGL). Several investigations presented in the literature indicate that the head displacements of large‐diameter monopiles are underestimated for extreme loads but overestimated for small operational loads.…
Abstract We investigate the effects of the support pressure distribution and of the free unsupported span on the stability of the tunnel face by means of limit equilibrium computations, which are based upon the so‐called method of slices. Design equations and diagrams are introduced for the estimation of the necessary support pressure taking into account…
Abstract The prediction of permanent soil displacements due to alternating loading is important for assessing the stability and serviceability of transport network, foundations of machines and wind turbines as well as structures in earthquake regions. The accumulation of permanent displacements due to alternating loading depends on many factors which engineers attempt to capture in a…
Abstract In this paper a visco‐hypoplastic model, which can describe viscous behavior including creep, relaxation and rate dependency of cohesive soils, is implemented in the form of a user subroutine VUMAT in Abaqus/Explicit to model soil‐structure interaction in clayey soil. The VUMAT subroutine is verified with a UMAT subroutine by back‐calculating standard element tests. In…
