Ιδρυματικό Αποθετήριο
Πολυτεχνείο Κρήτης
Πολυτεχνείο Κρήτης
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| URI | http://purl.tuc.gr/dl/dias/EE7EBEBA-9DF6-4519-B0DD-5B1B7B078E20 | - |
| Αναγνωριστικό | https://doi.org/10.1007/s10706-018-0675-8 | - |
| Αναγνωριστικό | https://link.springer.com/article/10.1007/s10706-018-0675-8 | - |
| Γλώσσα | en | - |
| Μέγεθος | 13 pages | en |
| Τίτλος | Peak friction angle of soils as a function of grain size | en |
| Δημιουργός | Arvanitidis Christos | en |
| Δημιουργός | Αρβανιτιδης Χρηστος | el |
| Δημιουργός | Steiakakis Emmanouil | en |
| Δημιουργός | Στειακακης Εμμανουηλ | el |
| Δημιουργός | Agioutantis Zacharias | en |
| Δημιουργός | Αγιουταντης Ζαχαριας | el |
| Εκδότης | Springer Nature [academic journals on nature.com] | en |
| Περίληψη | Numerous studies have attempted to correlate geotechnical properties and to produce semi-empirical methods for estimating geotechnical parameters when sufficient field or laboratory measurements are not available. In the case of Greek soil formations, several studies have been presented that relate in situ tests (standard penetration test, cross-hole, seismocone) and laboratory tests for cohesive soils. Statistical analysis of the data resulted in the formulation of empirical correlations between various soil parameters, often with reasonably high correlation coefficients. However, these relationships refer mainly to cohesive soils, because the majority of tests were carried out in such formations. In this paper, the correlation of the particle size and the peak friction angle for a wide range of Greek soil formations is investigated. A simple, but rational approach for estimating the friction angle is presented, which allows prediction of the shear strength of soil formations. Since this investigation covered a wide range of soils and the number of test results is significant, the obtained empirical correlations can be considered as reliable for Greek soils. | en |
| Τύπος | Peer-Reviewed Journal Publication | en |
| Τύπος | Δημοσίευση σε Περιοδικό με Κριτές | el |
| Άδεια Χρήσης | http://creativecommons.org/licenses/by/4.0/ | en |
| Ημερομηνία | 2019-10-18 | - |
| Ημερομηνία Δημοσίευσης | 2019 | - |
| Θεματική Κατηγορία | Direct shear test | en |
| Θεματική Κατηγορία | Grains size | en |
| Θεματική Κατηγορία | Greek soil formations | en |
| Θεματική Κατηγορία | Peak friction angle | en |
| Βιβλιογραφική Αναφορά | C. Arvanitidis, E. Steiakakis and Z. Agioutantis, "Peak friction angle of soils as a function of grain size," Geotech. Geol. Eng., vol. 37, no. 3, pp. 1155-1167, Jun, 2019. doi: 10.1007/s10706-018-0675-8 | en |
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