Global semi-empirical relationships for correlating soil unit weight with shear wave velocity by void-ratio function
| dc.contributor.author | Ku, Taeseo | |
| dc.contributor.author | Ng, Yannick C.H. | |
| dc.contributor.author | Moon, Sung-Woo | |
| dc.contributor.author | Moon, Sung-Woo | |
| dc.date.accessioned | 2025-08-19T09:20:07Z | |
| dc.date.available | 2025-08-19T09:20:07Z | |
| dc.date.issued | 2018-08-01 | |
| dc.description.abstract | Numerous studies have attempted to relate shear wave velocity (Vs) to the geotechnical properties of soils. However, most correlations were empirically developed only for a particular site or soil type. In this study, we propose a novel approach to incorporate a generalized void ratio function with analytical phase relations for estimating the total unit weight of soils. Based on an extensively compiled soil database, the validation of the semi-empirical model was carried out and its performance was also compared against existing Vs – total unit weight correlations. Moreover, a sensitivity analysis of the model input parameters was conducted to assess their significance on total unit weight estimates. It is demonstrated that the proposed semi-empirical model is successful in providing a first-order estimate of the total unit weight of soils based on the Vs, without consideration of the overburden stresses. | en |
| dc.identifier.doi | 10.1139/cgj-2017-0226 | |
| dc.identifier.issn | 0008-3674 | |
| dc.identifier.other | Filename:10.1139_cgj-2017-0226.pdf | |
| dc.identifier.uri | https://doi.org/10.1139/cgj-2017-0226 | |
| dc.identifier.uri | https://nur.nu.edu.kz/handle/123456789/9491 | |
| dc.language.iso | en | |
| dc.publisher | Canadian Science Publishing | |
| dc.relation.ispartof | Canadian Geotechnical Journal | en |
| dc.source | Canadian Geotechnical Journal, 55(8), 1193-1199, (2018) | en |
| dc.title | Global semi-empirical relationships for correlating soil unit weight with shear wave velocity by void-ratio function | en |
| dc.type | Journal Article | en |
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