Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Analyst H: Analysis of the Active and Passive UTexas1 Surface Wave Dataset Collected to Quantify Inter-Analyst Uncertainty
A surface wave dataset consisting of active-source sledgehammer; active-source vibroseis; passive-source linear array; and passive-source 60, 200, and 400 m diameter circular array measurements was provided to the academic and professional community for reduction and analysis using various techniques to quantify uncertainty. The multiple surface wave datasets were reduced by the author and resulting dispersion curves combined for modeling. A comparison of the surface wave dispersion data acquired using the multiple techniques is provided along with a discussion of the differences. Analysis of the surface wave dispersion data was limited to inverse modeling using a commercial software package that utilizes the plane wave, fundamental mode, and/or effective mode Rayleigh wave assumption. Data analysis was complicated by a dominant higher mode Rayleigh wave that affected the active and passive surface wave data in different manners. Therefore, three representative dispersion curves were developed to characterize subsurface velocity structure and assess the differences between the various surface wave techniques.
Analyst H: Analysis of the Active and Passive UTexas1 Surface Wave Dataset Collected to Quantify Inter-Analyst Uncertainty
A surface wave dataset consisting of active-source sledgehammer; active-source vibroseis; passive-source linear array; and passive-source 60, 200, and 400 m diameter circular array measurements was provided to the academic and professional community for reduction and analysis using various techniques to quantify uncertainty. The multiple surface wave datasets were reduced by the author and resulting dispersion curves combined for modeling. A comparison of the surface wave dispersion data acquired using the multiple techniques is provided along with a discussion of the differences. Analysis of the surface wave dispersion data was limited to inverse modeling using a commercial software package that utilizes the plane wave, fundamental mode, and/or effective mode Rayleigh wave assumption. Data analysis was complicated by a dominant higher mode Rayleigh wave that affected the active and passive surface wave data in different manners. Therefore, three representative dispersion curves were developed to characterize subsurface velocity structure and assess the differences between the various surface wave techniques.
Analyst H: Analysis of the Active and Passive UTexas1 Surface Wave Dataset Collected to Quantify Inter-Analyst Uncertainty
Martin, A. J. (Autor:in)
Geo-Congress 2014 ; 2014 ; Atlanta, Georgia
Geo-Congress 2014 Technical Papers ; 810-819
24.02.2014
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
| British Library Conference Proceedings | 2014
| British Library Conference Proceedings | 2014