An empirical strength criterion for rocks and rock masses is proposed. The nonlinear criterion includes the uniaxial compressive strength of the intact rock material and introduces two dimensionless parameters, m and s. The parameter m varies with rock type, the angle of interblock or interparticle friction and the degree of block or particle interlock. The…
Journal of the Geotechnical Engineering Division Template
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About the Journal of the Geotechnical Engineering Division format
Journal of the Geotechnical Engineering Division is a peer-reviewed journal published by ASCE, covering Geotechnical Engineering and Soil Stabilization, Geotechnical Engineering and Underground Structures, 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 the Geotechnical Engineering Division, 12(3), 45–58.
Formats any DOI in Journal of the Geotechnical Engineering Division style. No sign-up. |
| Publishes research in | Geotechnical Engineering and Soil Stabilization Geotechnical Engineering and Underground Structures Geotechnical Engineering and Soil Mechanics Geotechnical Engineering and Analysis Grouting, Rheology, and Soil Mechanics |
| ISSN | 0093-6405 |
| h-index | 98 |
| i10-index | 509 |
| Total citations | 42,998 |
| Top institutions publishing here | University of California, Berkeley |
| Journal website | ascelibrary.org |
| You get | A submission-ready PDF and the editable LaTeX source — ready to submit. |
Papers published in Journal of the Geotechnical Engineering Division per year
Citation impact of Journal of the Geotechnical Engineering Division by publication year
Citations each year’s papers have accumulated so far — the most recent years are still building up.
Most-cited papers in Journal of the Geotechnical Engineering Division
New concepts and methods for modeling the natural variability of soil properties are presented and illustrated. The proposed technique of modeling the statistical character of soil profiles serves a dual function: (1)It provides a format for quantifying the information gathered during site investigation and testing, about the subsurface conditions at a site; and (2)it provides…
I should like to thank the American Society of Civil Engineers for the great honor of inviting me to give the Terzaghi Lecture. Exactly 50 years have passed since Karl Terzaghi in 1925 published his classic book on Erdbaumechanik (Soil Mechanics), which created an entirely new branch of civil engineering.
An approximate closed-form solution has been obtained to the problem of a vertically loaded pile in a linear elastic soil. This solution has been derived by uncoupling the load-transfer for the pile into separate shaft and base components. Throughout the development of the analysis, well-proven numerical techniques have been used to verify that the assumptions…
Practicing engineers are well aware that many of the problems they encounter involve unsaturated soils. The construction of earthfill dams, highways, and airport runways all use compacted soils that are unsaturated. Also, large portions of the earth's land surface are subjected to desiccating influences that leave the upper portion of the profile cracked and unsaturated.