| Titre | Seismic site period studies for nonlinear soil in the city of Ottawa, Canada |
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| Auteur | Motazedian, D; Torabi, H; Hunter, J A; Crow, H L ; Pyne, M |
| Source | Soil Dynamics and Earthquake Engineering vol. 136, 106205, 2020 p. 1-13, https://doi.org/10.1016/j.soildyn.2020.106205 |
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| Année | 2020 |
| Séries alt. | Ressources naturelles Canada, Contribution externe 20200083 |
| Éditeur | Elsevier Ltd. |
| Document | publication en série |
| Lang. | anglais |
| DOI | https://doi.org/10.1016/j.soildyn.2020.106205 |
| Media | papier; en ligne; numérique |
| Formats | pdf; html |
| Province | Ontario; Québec |
| SNRC | 31G/05; 31G/06; 31G/11; 31G/12 |
| Région | Ottawa; Gatineau |
| Lat/Long OENS | -76.0000 -75.0000 45.7500 45.2500 |
| Sujets | études séismiques; sismicité; risque sismique; risque de tremblement de terre; trous de mine; diagraphie géophysique; interprétations géophysiques; profils pédologiques; établissement de modèles;
sediments; dépôts postglaciaires; sédiments marins; silts; argiles; sols; dépôts glaciaires; ondes sismiques; ondes transversales; vitesse des ondes sismiques; géologie urbaine; géologie du substratum rocheux; analyse des déformations; géologie des
dépôts meubles/géomorphologie; pédologie; géophysique; Sciences et technologie; Nature et environnement; Santé et sécurité |
| Illustrations | cartes de localisation; cartes géolscientiques généralisées; graphiques; sismogrammes; profils sismiques; profils géophysiques; tableaux; spectres; modèles |
| Diffusé | 2020 06 05 |
| Résumé | (disponible en anglais seulement)
Site period maps at various strain levels were developed for the combined cities of Ottawa and Gatineau in eastern Ontario and western Quebec. These maps were
developed to support earthquake response studies in areas containing post-glacial, soft, silty-clayey sediments, which comprise 60% of the urban areas. Approximately 21,700 boreholes and over 1000 surface and downhole geophysical measurements were
utilized to prepare the maps. The maps include the following: 1) A T0,ESL map is based on an equivalent single-layer modelling method (ESL) as described in the National Building Code of Canada using the 4H/V approach. 2) A T0,HVSR map is based on the
micro-tremor HVSR method, which systematically deviates from T0,ESL for weak motion. Such variances between the calculated T0,ESL and measured T0,HVSR may be associated with significant shear wave velocity-depth gradients in the near-surface soft
sediments. 3) A T0,100 map is based on finite element modelling at the 100 cm/s/s level of shaking (0.1 g) at the onset of the "gray zone" between the linear and nonlinear soil responses. 4) A T0,400 map is developed from a finite element model at
the 400 cm/s/s level of shaking (0.4 g being the "design" earthquake for the city of Ottawa) This model evaluates the effect of nonlinear soft soil behaviour. The differences between these maps were examined and compared. The results indicated that
nonlinear soil response at high levels of shaking strongly altered the resonance response toward much longer fundamental periods over large areas within the two cities. |
| GEOSCAN ID | 326163 |
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