Soils and Rocks : Impact Factor & More
eISSN: 2675-5475pISSN: 1980-9743
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Key Metrics
CiteScore 
0.5
SNIP
0.58
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Soils and Rocks Journal Specifications
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| Overview | |
| Publisher | BRAZILIAN ASSOC SOIL MECH & GEOTECH ENGN, PORTUGUESE GEOTECH SOC |
| Language | English |
| Frequency | Tri-annual |
| Publication Time | 28 |
| Editorial Review Process | Anonymous peer review |
| General Details | |
| Language | English |
| Society/Institute/Sponsor | Brazilian Society for Soil Mechanics and Geotechnical Engineering |
| Frequency | Tri-annual |
| Publication Start Year | 1978 |
| Publisher URL | Visit website |
| Website URL | Visit website |
| Publication Details | |
| Plagiarism | Visit website |
| Publication Time | 28 |
| Editorial Review Detail | |
| Information for authors | |
| Author instructions | Visit website |
| Copyright Details | Visit website |
| Deposit Policy | Sherpa/Romeo |
| License type | CC BY |
| OA statement | Visit website |
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Recently Published Papers in Soils and Rocks
Linear elastic fracture mechanics applied to rocks employing the Continuum Voronoi Block Model (CVBM)
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Application of artificial neural networks in predicting the Mohr-Coulomb shear strength parameters
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Elastic settlements of closely spaced asymmetrical footings
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Shaft resistance of piles in lateritic soils: a reevaluation based on Brazilian experience
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Linear elastic fracture mechanics applied to rocks employing the Continuum Voronoi Block Model (CVBM)
- 22 Apr 2026
- Soils and Rocks
Understanding fine soil deformation in pavements: a master curve-based investigation for Amazon soils
- 21 Apr 2026
- Soils and Rocks
Application of artificial neural networks in predicting the Mohr-Coulomb shear strength parameters
- 25 Feb 2026
- Soils and Rocks
Elastic settlements of closely spaced asymmetrical footings
- 23 Feb 2026
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Influence of soft soil properties on the performance of unreinforced embankments: a finite element study
- 23 Feb 2026
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Shaft resistance of piles in lateritic soils: a reevaluation based on Brazilian experience
- 11 Feb 2026
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