Combination of Geophysical Methods to Support Urban Geological Mapping

• Published in: Surveys in geophysics Vol. 35; no. 4; pp. 983 - 1002
• Main Authors: Gabàs, A., Macau, A., Benjumea, B., Bellmunt, F., Figueras, S., Vilà, M.
• Format: Journal Article
• Language: English
• Published: Dordrecht Springer Netherlands 01.07.2014; Springer Nature B.V
• Subjects: Arrays; Astronomy; Bedrock; Earth and Environmental Science; Earth Sciences; Electrical resistivity; Geologic mapping; Geological hazards; Geological mapping; Geophysical methods; Geophysics; Geophysics/Geodesy; Mapping; Mathematical models; Methodology; Neogene; Observations and Techniques; Paleogene; Paleozoic; Quaternary; Sediments; Subsoils; Urban areas; Wave velocity; Spain, Cataluna, Girona; Ambient noise array; Urban geological mapping; Bedrock depth; Audiomagnetotelluric; Microtremor H/V; Basin geometry; Soft soil—rock interface
• ISSN: 0169-3298; 1573-0956
• DOI: 10.1007/s10712-013-9248-9

Urban geological mapping is a key to assist management of new developed areas, conversion of current urban areas or assessment of urban geological hazards. Geophysics can have a pivotal role to yield subsurface information in urban areas provided that geophysical methods are capable of dealing with challenges related to these scenarios (e.g., low signal-to-noise ratio or special logistical arrangements). With this principal aim, a specific methodology is developed to characterize lithological changes, to image fault zones and to delineate basin geometry in the urban areas. The process uses the combination of passive and active techniques as complementary data: controlled source audio-magnetotelluric method (CSAMT), magnetotelluric method (MT), microtremor H/V analysis and ambient noise array measurements to overcome the limitations of traditional geophysical methodology. This study is focused in Girona and Salt surrounding areas (NE of Spain) where some uncertainties in subsurface knowledge (maps of bedrock depth and the isopach maps of thickness of quaternary sediments) need to be resolved to carry out the 1:5000 urban geological mapping. These parameters can be estimated using this proposed methodology. (1) Acoustic impedance contrast between Neogene sediments and Paleogene or Paleozoic bedrock is detected with microtremor H/V analysis that provides the soil resonance frequency. The minimum value obtained is 0.4 Hz in Salt city, and the maximum value is the 9.5 Hz in Girona city. The result of this first method is a fast scanner of the geometry of basement. (2) Ambient noise array constrains the bedrock depth using the measurements of shear-wave velocity of soft soil. (3) Finally, the electrical resistivity models contribute with a good description of lithological changes and fault imaging. The conductive materials (1–100 Ωm) are associated with Neogene Basin composed by unconsolidated detrital sediments; medium resistive materials (100–400 Ωm) correspond to Paleogene, and resistive materials (600–1,000 Ωm) are related with complex basement, granite of Paleozoic. The Neogene basin-basement boundary is constrained between surface and 500 m depth, approximately. The new geophysical methodology presented is an optimized and fast tool to refine geological mapping by adding 2D information to traditional geological data and improving the knowledge of subsoil.