{"id":21,"count":0,"description":"[av_slideshow size='featured' control_layout='av-control-default' conditional_play='' animation='slide' transition_speed='' autoplay='false' interval='5' alb_description='' id='' custom_class='' av_uid='av-kniu2yh2']\n[av_slide slide_type='image' id='347' video='https:\/\/' mobile_image='' fallback_link='https:\/\/' title='Investigations and surveys' video_ratio='16:9' av-medium-font-size-title='' av-small-font-size-title='' av-mini-font-size-title='' av-medium-font-size='' av-small-font-size='' av-mini-font-size='' heading_tag='' heading_class='' link_apply='' link='lightbox' link_target=''][\/av_slide]\n\n[\/av_slideshow]\n\n[av_one_half first min_height='' vertical_alignment='' space='' row_boxshadow='' row_boxshadow_color='' row_boxshadow_width='10' custom_margin='' margin='0px' mobile_breaking='' border='' border_color='' radius='0px' padding='0px' column_boxshadow='' column_boxshadow_color='' column_boxshadow_width='10' background='bg_color' background_color='' background_gradient_color1='' background_gradient_color2='' background_gradient_direction='vertical' src='' background_position='top left' background_repeat='no-repeat' highlight='' highlight_size='' animation='' link='' linktarget='' link_hover='' title_attr='' alt_attr='' mobile_display='' id='' custom_class='' aria_label='' av_uid='']\n\n[av_textblock size='' av-medium-font-size='' av-small-font-size='' av-mini-font-size='' font_color='' color='' av-desktop-hide='' av-medium-hide='' av-small-hide='' av-mini-hide='' id='' custom_class='' av_uid='']\n<h3>Drone Surveys<\/h3>\n<ul>\n \t<li>Photogrammetric surveys for the production of:\n<ul>\n \t<li>ortophotomosaics<\/li>\n \t<li>digital elevation models (DSM, DTM, ecc.)<\/li>\n \t<li>3D terrain models<\/li>\n<\/ul>\n<\/li>\n \t<li>Surveys for the evaluation and monitoring of:\n<ul>\n \t<li>agricultural activities<\/li>\n \t<li>forest resources<\/li>\n \t<li>hydrogeological instability and other geological criticalities<\/li>\n<\/ul>\n<\/li>\n \t<li>Surveys for mapping production<\/li>\n \t<li>Surveys of buildings and artifacts aimed at the production of 3D models and front views<\/li>\n \t<li>Buildings and infrastructures inspection<\/li>\n<\/ul>\n<a href=\"http:\/\/www.geolisi.it\"><img class=\"alignright wp-image-355 \" src=\"https:\/\/geomapsrl.it\/wp\/wp-content\/uploads\/2021\/04\/LOGO_2020_DANIELE_LISI_GEOFISICA.png\" alt=\"\" width=\"202\" height=\"90\" \/><\/a><strong>In collaboration with Geologist Daniele Lisi<\/strong>\n<h3>Geophysical Prospecting<\/h3>\n<ul>\n \t<li>Surface wave dispersion analysis according to the following methodologies: MASW (Multi-channel Analysis of Surface Waves) in Rayleigh and Love waves, ESAC (Extended Spatial Autocorrelation), HVSR (Horizontal-to-Vertical Spectral Ratio), HoliSurface\u00ae (method patented by the Eliosoft company), MAAM (Miniature Array Analysis of Microtremors)<\/li>\n \t<li>Seismic refraction in P and Sh waves (seismic tomography or GRM method)<\/li>\n \t<li>Seismic Down Hole<\/li>\n \t<li>Investigations on building vibration modes and frequencies<\/li>\n<\/ul>\n[\/av_textblock]\n\n[\/av_one_half]\n\n[av_one_half min_height='' vertical_alignment='' space='' row_boxshadow='' row_boxshadow_color='' row_boxshadow_width='10' custom_margin='' margin='0px' mobile_breaking='' border='' border_color='' radius='0px' padding='0px' column_boxshadow='' column_boxshadow_color='' column_boxshadow_width='10' background='bg_color' background_color='' background_gradient_color1='' background_gradient_color2='' background_gradient_direction='vertical' src='' background_position='top left' background_repeat='no-repeat' highlight='' highlight_size='' animation='' link='' linktarget='' link_hover='' title_attr='' alt_attr='' mobile_display='' id='' custom_class='' aria_label='' av_uid='']\n\n[av_textblock size='' av-medium-font-size='' av-small-font-size='' av-mini-font-size='' font_color='' color='' av-desktop-hide='' av-medium-hide='' av-small-hide='' av-mini-hide='' id='' custom_class='' av_uid='']\n\n<strong><a href=\"https:\/\/www.songeo.it\"><img class=\"alignright wp-image-357 \" src=\"https:\/\/geomapsrl.it\/wp\/wp-content\/uploads\/2021\/04\/LOGO_SONGEO.png\" alt=\"\" width=\"203\" height=\"24\" \/><\/a>In collaboration with Songeo Srl Company<\/strong>\n<h3>In situ Geotechnical Investigation:<\/h3>\n<ul>\n \t<li>geognostic drillings<\/li>\n \t<li>execution of borehole tests such as: S.P.T. and  pressure measurements (Menard pressuremeter)<\/li>\n \t<li>Lefranc permeability tests with variable and constant load, Lugeon tests<\/li>\n \t<li>installation of inclinometers, settlement gauges, inclinoassestimeters, Norton and Casagrande piezometers<\/li>\n \t<li>static cone penetrometer tests such as: C.P.T. - 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