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Journal of the Soil Mechanics and Foundations 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 Soil Mechanics and Foundations Division, 12(3), 45–58.
Formats any DOI in Journal of the Soil Mechanics and Foundations Division style. No sign-up. |
| Publishes research in | Geotechnical Engineering and Soil Stabilization Geotechnical Engineering and Underground Structures Geotechnical Engineering and Soil Mechanics Grouting, Rheology, and Soil Mechanics Geotechnical Engineering and Analysis |
| ISSN | 0044-7994 |
| h-index | 115 |
| i10-index | 507 |
| Total citations | 58,312 |
| 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. |
Citations each year’s papers have accumulated so far — the most recent years are still building up.
Significant factors affecting the liquefaction (or cyclic mobility) potential of sands during earthquakes are identified, and a simplified procedure for evaluating liquefaction potential which will take these factors into account is presented. Available field data concerning the liquefaction or nonliquefaction behavior of sands during earthquakes is assembled and compared with evaluations of performance using the…
Before the development of electronic computers, it was not feasible to perform analyses of stresses in soil masses for other than assumed linear elastic soil behavior. Now, however, due to the availability of high-speed computers and powerful numerical analytical techniques such as the finite element method developed by Clough (4), it is possible to approximate…
Equations and graphs for the determination of shear modulus and damping of soils, for use in design problems involving repeated loading or vibration of soils, are presented. These equations and graphs are based on numerous laboratory tests on both remolded and undisturbed cohesive soils and on clean sands. Comparison of the measured and computed values…
The representation of discontinuities in analysis of blocky rock is discussed. A linkage type element is developed for addition of rock joint stiffness to the structural stiffness matrix describing the behavior of a system of rock blocks and joints. Several basic problems of jointed rock are studied. These examples demonstrate the marked influence joints may…
The purpose of this paper is presentation of the results of a study concerning the accuracy of displacements caused by a single, harmonic, one-dimensional elastic wave propagating through a finite element mesh. Results are presented for the steady-state response of a finite model of the semi-infinite elastic constrained rod; both the homogeneous and two material…
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