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Journal of Geotechnical Engineering is a peer-reviewed journal published by ASCE, covering Geotechnical Engineering and Underground Structures, Geotechnical Engineering and Soil Stabilization, Geotechnical Engineering and Soil Mechanics.
| Publisher | ASCE |
|---|---|
| Reference style | Author–year (ASCE) Author–year — (Smith, 2023) in the text Smith, A., B. Jones, and C. Lee. (2023). "A representative article title." Journal of Geotechnical Engineering, 12(3), 45–58.
Formats any DOI in Journal of Geotechnical Engineering style. No sign-up. |
| Publishes research in | Geotechnical Engineering and Underground Structures Geotechnical Engineering and Soil Stabilization Geotechnical Engineering and Soil Mechanics Geotechnical Engineering and Analysis Soil and Unsaturated Flow |
| ISSN | 0733-9410 |
| h-index | 155 |
| i10-index | 1,127 |
| Total citations | 97,758 |
| Top institutions publishing here | University of California, Berkeley |
| 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.
A study on the influence of the plasticity index (PI) on the cyclic stress‐strain parameters of saturated soils needed for site‐response evaluations and seismic microzonation is presented. Ready‐to‐use charts are included, showing the effect of PI on the location of the modulus reduction curve G/Gmax versus cyclic shear strain γc, and on the material damping…
In order to understand the physics of the strength and stress‐strain behavior of soils and to devise mathematical models that adequately represent such behavior, it is important to define the degree to which the particles of an element of soil are crushed or broken during loading. The amount of particle crushing in a soil element…
The purpose of this paper is to clarify the meaning of the values of standard penetration resistance used in correlations of field observations of soil liquefaction with values of N1 measured in SPT tests. The field data are reinterpreted and plotted in terms of a newly recommended standard, (N1)60, determined in SPT tests where the…
In the past 25 years great strides have been made in the area of static stability and deformation analysis. The widespread availability of microcomputers has brought about considerable change in the computational aspects of slope stability analysis. Analyses can be done much more thoroughly, and, from the point of view of mechanics, more accurately than…
Data are presented concerning the shear modulus and damping ratios of sands and gravelly soils as determined by laboratory and field tests. A simple relationship is proposed to relate the shear modulus of a cohesionless soil to a modulus stiffness coefficient, which is a soil property and depends on the characteristics of the soil, and…
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