[et_pb_section fb_built=”1″ fullwidth=”on” next_background_color=”#566a28″ _builder_version=”3.26.6″ bottom_divider_style=”slant” bottom_divider_flip=”horizontal”][et_pb_fullwidth_header title=”Soil analysis for solar photovoltaic plants ” text_orientation=”center” background_overlay_color=”rgba(35,63,37,0.74)” _builder_version=”4.4.3″ title_font=”|700|||||||” title_font_size=”46px” title_line_height=”1.5em” content_font=”||||||||” content_font_size=”20px” content_line_height=”1.8em” subhead_font=”|700|||||||” subhead_font_size=”25px” subhead_line_height=”1.5em” background_enable_color=”off” background_image=”https:\/\/ipma.es\/wp-content\/uploads\/2019\/09\/plantas-solares.jpg” background_blend=”overlay” min_height=”600px” custom_margin=”|||” custom_padding=”10vw||150px||false|false” animation_style=”slide” animation_direction=”top” animation_intensity_slide=”2%” hover_enabled=”0″ title_font_size_tablet=”36px” title_font_size_phone=”” title_font_size_last_edited=”on|phone” button_one_text_size__hover_enabled=”off” button_two_text_size__hover_enabled=”off” button_one_text_color__hover_enabled=”off” button_two_text_color__hover_enabled=”off” button_one_border_width__hover_enabled=”off” button_two_border_width__hover_enabled=”off” button_one_border_color__hover_enabled=”off” button_two_border_color__hover_enabled=”off” button_one_border_radius__hover_enabled=”off” button_two_border_radius__hover_enabled=”off” button_one_letter_spacing__hover_enabled=”off” button_two_letter_spacing__hover_enabled=”off” button_one_bg_color__hover_enabled=”off” button_two_bg_color__hover_enabled=”off”]<\/p>\n
[\/et_pb_fullwidth_header][\/et_pb_section][et_pb_section fb_built=”1″ next_background_color=”#ffffff” admin_label=”Quote” _builder_version=”3.26.6″ background_color=”#566a28″ custom_padding=”16px||95px||false|” bottom_divider_style=”slant” bottom_divider_flip=”horizontal”][et_pb_row _builder_version=”3.25″][et_pb_column type=”4_4″ _builder_version=”3.25″ custom_padding=”|||” custom_padding__hover=”|||”][et_pb_text _builder_version=”3.27.4″ text_font=”|700|||||||” text_text_color=”#ffffff” text_font_size=”30px” text_line_height=”1.5em” header_font=”||||||||” text_orientation=”center” max_width=”800px” module_alignment=”center” text_font_size_tablet=”36px” text_font_size_phone=”26px” text_font_size_last_edited=”on|phone”]<\/p>\n
Our company performs a sequence of services in three steps: <\/p>\n
[\/et_pb_text][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ admin_label=”About Me” _builder_version=”3.26.6″ background_color=”#ffffff” custom_padding=”||91px||false|false” bottom_divider_color=”#566a28″ bottom_divider_flip=”horizontal”][et_pb_row column_structure=”1_4,3_4″ use_custom_gutter=”on” gutter_width=”1″ make_equal=”on” _builder_version=”3.26.6″ width=”60%”][et_pb_column type=”1_4″ _builder_version=”3.26.6″ custom_padding=”|0px|||false|false”][et_pb_text _builder_version=”3.27.4″ header_4_font=”|800|||||||” header_4_text_color=”#ffffff” header_4_font_size=”60px” header_4_line_height=”1.2em” background_color=”#566a28″ text_orientation=”center” width=”100px” custom_margin=”|0px|||false|false” custom_padding=”10px|20px|10px|20px|false|false” text_text_align=”center”]<\/p>\n
[\/et_pb_text][\/et_pb_column][et_pb_column type=”3_4″ _builder_version=”3.26.6″ custom_padding=”||||false|false”][et_pb_text _builder_version=”3.27.4″ text_font=”||||||||” text_font_size=”18px” text_line_height=”1.8em” link_font=”||||||||” ul_font=”||||||||” ol_font=”||||||||” quote_font=”||||||||” header_font=”||||||||” header_2_font=”|700|||||||” header_2_font_size=”41px” header_2_letter_spacing=”1px” header_2_line_height=”1.5em” custom_margin=”|||0px|false|false” animation_style=”slide” animation_direction=”bottom” animation_intensity_slide=”5%” header_2_font_size_tablet=”” header_2_font_size_phone=”22px” header_2_font_size_last_edited=”on|phone”]<\/p>\n
A previous feasibility study of the location of the photovoltaic solar plants, which includes location improvements, taking into account different variables:<\/p>\n
The process is completed with geological-technical research, which adds safety factors and allows to set criteria when making decisions about the feasibility of the project of photovoltaic solar plants.<\/p>\n
These are penetration tests, test pits, soundings, Vane Test, thermal and electrical resistivity tests, applied geophysics techniques, in addition to the corresponding laboratory analysis of samples obtained directly from the soil to carry out a complete characterization of the site.<\/p>\n
IPMA also has highly qualified equipment and personnel that carry out in situ testing to determine the behaviour of metallic structures depending on the terrain selected for the implementation of the Photovoltaic Solar Plant. <\/p>\n
Within these tests we perform the following analysis:<\/p>\n
We also offer added value for the client through the participation of professionals specialized in the calculation of foundation structures of solar panels of photovoltaic solar plants. <\/p>\n
<\/p>\n
[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=”1_4,3_4″ use_custom_gutter=”on” gutter_width=”1″ make_equal=”on” _builder_version=”3.26.6″ width=”60%”][et_pb_column type=”1_4″ _builder_version=”3.26.6″ custom_padding=”|0px|||false|false”][et_pb_text _builder_version=”3.27.4″ header_4_font=”|800|||||||” header_4_text_color=”#ffffff” header_4_font_size=”60px” header_4_line_height=”1.2em” background_color=”#566a28″ text_orientation=”center” width=”100px” custom_margin=”|0px|||false|false” custom_padding=”10px|20px|10px|20px|false|false” text_text_align=”center”]<\/p>\n
[\/et_pb_text][\/et_pb_column][et_pb_column type=”3_4″ _builder_version=”3.26.6″ custom_padding=”||||false|false”][et_pb_text _builder_version=”3.27.4″ text_font=”||||||||” text_font_size=”18px” text_line_height=”1.8em” link_font=”||||||||” ul_font=”||||||||” ol_font=”||||||||” quote_font=”||||||||” header_font=”||||||||” header_2_font=”|700|||||||” header_2_font_size=”41px” header_2_letter_spacing=”1px” header_2_line_height=”1.5em” custom_margin=”|||0px|false|false” animation_style=”slide” animation_direction=”bottom” animation_intensity_slide=”5%” header_2_font_size_tablet=”” header_2_font_size_phone=”22px” header_2_font_size_last_edited=”on|phone”]<\/p>\n
We design and optimize load-bearing structures, avoiding the depth of embedding and the characteristics of the profiles being greater than needed, contributing to cost savings.<\/p>\n
[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=”1_4,3_4″ use_custom_gutter=”on” gutter_width=”1″ make_equal=”on” _builder_version=”3.26.6″ width=”60%”][et_pb_column type=”1_4″ _builder_version=”3.26.6″ custom_padding=”|0px|||false|false”][et_pb_text _builder_version=”3.27.4″ header_4_font=”|800|||||||” header_4_text_color=”#ffffff” header_4_font_size=”60px” header_4_line_height=”1.2em” background_color=”#566a28″ text_orientation=”center” width=”100px” custom_margin=”|0px|||false|false” custom_padding=”10px|20px|10px|20px|false|false” text_text_align=”center”]<\/p>\n
[\/et_pb_text][\/et_pb_column][et_pb_column type=”3_4″ _builder_version=”3.26.6″ custom_padding=”||||false|false”][et_pb_text _builder_version=”3.27.4″ text_font=”||||||||” text_font_size=”18px” text_line_height=”1.8em” link_font=”||||||||” ul_font=”||||||||” ol_font=”||||||||” quote_font=”||||||||” header_font=”||||||||” header_2_font=”|700|||||||” header_2_font_size=”41px” header_2_letter_spacing=”1px” header_2_line_height=”1.5em” custom_margin=”|||0px|false|false” animation_style=”slide” animation_direction=”bottom” animation_intensity_slide=”5%” header_2_font_size_tablet=”” header_2_font_size_phone=”22px” header_2_font_size_last_edited=”on|phone”]<\/p>\n
Finally, we also offer the possibility of analyzing the potential corrosive effect of the soil in the metallic structures, ensuring they last over time.<\/p>\n
[\/et_pb_text][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ prev_background_color=”#ffffff” _builder_version=”3.26.6″ background_enable_color=”off” use_background_color_gradient=”on” background_color_gradient_start=”#f5f5f5″ background_color_gradient_end=”#ffffff” custom_padding=”124px||52px|||” top_divider_style=”slant” top_divider_flip=”vertical” bottom_divider_color=”#ceccca” bottom_divider_flip=”vertical”][et_pb_row _builder_version=”3.26.6″][et_pb_column type=”4_4″ _builder_version=”3.26.6″][et_pb_text _builder_version=”3.27.4″ custom_margin=”||-3px|||”]<\/p>\n
[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=”1_2,1_2″ _builder_version=”3.26.6″][et_pb_column type=”1_2″ _builder_version=”3.26.6″][et_pb_blurb title=”Research for optimal selection of sites.” use_icon=”on” font_icon=”%%45%%” icon_color=”#ffffff” use_circle=”on” circle_color=”#c5c876″ icon_placement=”left” content_max_width=”100%” use_icon_font_size=”on” icon_font_size=”16px” _builder_version=”3.26.6″ header_font=”Varela Round||||||||” header_font_size=”20px” header_line_height=”1.5em” custom_padding=”||||false|false”][\/et_pb_blurb][et_pb_blurb title=”Preliminary site analysis.” use_icon=”on” font_icon=”%%45%%” icon_color=”#ffffff” use_circle=”on” circle_color=”#c5c876″ icon_placement=”left” content_max_width=”100%” use_icon_font_size=”on” icon_font_size=”16px” _builder_version=”3.26.6″ header_font=”Varela Round||||||||” header_font_size=”20px” header_line_height=”1.5em” custom_padding=”||||false|false”][\/et_pb_blurb][et_pb_blurb title=”Calculation of earthworks, clearings and embankments.” use_icon=”on” font_icon=”%%45%%” icon_color=”#ffffff” use_circle=”on” circle_color=”#c5c876″ icon_placement=”left” content_max_width=”100%” use_icon_font_size=”on” icon_font_size=”16px” _builder_version=”3.26.6″ header_font=”Varela Round||||||||” header_font_size=”20px” header_line_height=”1.5em” custom_padding=”||||false|false”][\/et_pb_blurb][et_pb_blurb title=”Hydrological studies and design of drainage structures.” use_icon=”on” font_icon=”%%45%%” icon_color=”#ffffff” use_circle=”on” circle_color=”#c5c876″ icon_placement=”left” content_max_width=”100%” use_icon_font_size=”on” icon_font_size=”16px” _builder_version=”3.26.6″ header_font=”Varela Round||||||||” header_font_size=”20px” header_line_height=”1.5em” custom_padding=”||||false|false”][\/et_pb_blurb][et_pb_blurb title=”Geotechnical analysis” use_icon=”on” font_icon=”%%45%%” icon_color=”#ffffff” use_circle=”on” circle_color=”#c5c876″ icon_placement=”left” content_max_width=”100%” use_icon_font_size=”on” icon_font_size=”16px” _builder_version=”3.26.6″ header_font=”Varela Round||||||||” header_font_size=”20px” header_line_height=”1.5em” custom_padding=”||||false|false”][\/et_pb_blurb][et_pb_blurb title=”Pumping tests Pull Out Tests.” use_icon=”on” font_icon=”%%45%%” icon_color=”#ffffff” use_circle=”on” circle_color=”#c5c876″ icon_placement=”left” content_max_width=”100%” use_icon_font_size=”on” icon_font_size=”16px” _builder_version=”3.26.6″ header_font=”Varela Round||||||||” header_font_size=”20px” header_line_height=”1.5em” custom_padding=”||||false|false”][\/et_pb_blurb][et_pb_blurb title=”Sizing and calculation of foundation structures.” use_icon=”on” font_icon=”%%45%%” icon_color=”#ffffff” use_circle=”on” circle_color=”#c5c876″ icon_placement=”left” content_max_width=”100%” use_icon_font_size=”on” icon_font_size=”16px” _builder_version=”3.26.6″ header_font=”Varela Round||||||||” header_font_size=”20px” header_line_height=”1.5em” custom_padding=”||||false|false”][\/et_pb_blurb][\/et_pb_column][et_pb_column type=”1_2″ _builder_version=”3.26.6″][et_pb_blurb title=”Slopes and orientation research” use_icon=”on” font_icon=”%%45%%” icon_color=”#ffffff” use_circle=”on” circle_color=”#c5c876″ icon_placement=”left” content_max_width=”100%” use_icon_font_size=”on” icon_font_size=”16px” _builder_version=”3.26.6″ header_font=”Varela Round||||||||” header_font_size=”20px” header_line_height=”1.5em” custom_padding=”||||false|false”][\/et_pb_blurb][et_pb_blurb title=”Application of geophysical techniques by means of earthquake refraction to evaluate the material ripability and cubing in 3D models of volumes.” use_icon=”on” font_icon=”%%45%%” icon_color=”#ffffff” use_circle=”on” circle_color=”#c5c876″ icon_placement=”left” content_max_width=”100%” use_icon_font_size=”on” icon_font_size=”16px” _builder_version=”3.26.6″ header_font=”Varela Round||||||||” header_font_size=”20px” header_line_height=”1.5em” custom_padding=”||||false|false”][\/et_pb_blurb][et_pb_blurb title=”Earth Thermal resistivity analysis.” use_icon=”on” font_icon=”%%45%%” icon_color=”#ffffff” use_circle=”on” circle_color=”#c5c876″ icon_placement=”left” content_max_width=”100%” use_icon_font_size=”on” icon_font_size=”16px” _builder_version=”3.26.6″ header_font=”Varela Round||||||||” header_font_size=”20px” header_line_height=”1.5em” custom_padding=”||||false|false”][\/et_pb_blurb][et_pb_blurb title=”Supervision and civil work management.” use_icon=”on” font_icon=”%%45%%” icon_color=”#ffffff” use_circle=”on” circle_color=”#c5c876″ icon_placement=”left” content_max_width=”100%” use_icon_font_size=”on” icon_font_size=”16px” _builder_version=”3.26.6″ header_font=”Varela Round||||||||” header_font_size=”20px” header_line_height=”1.5em” custom_padding=”||||false|false”][\/et_pb_blurb][et_pb_blurb title=”Study of compaction control of CT’s and roads.” use_icon=”on” font_icon=”%%45%%” icon_color=”#ffffff” use_circle=”on” circle_color=”#c5c876″ icon_placement=”left” content_max_width=”100%” use_icon_font_size=”on” icon_font_size=”16px” _builder_version=”3.26.6″ header_font=”Varela Round||||||||” header_font_size=”20px” header_line_height=”1.5em” custom_padding=”||||false|false”][\/et_pb_blurb][et_pb_blurb title=”Analysis of potential corrosion.” use_icon=”on” font_icon=”%%45%%” icon_color=”#ffffff” use_circle=”on” circle_color=”#c5c876″ icon_placement=”left” content_max_width=”100%” use_icon_font_size=”on” icon_font_size=”16px” _builder_version=”3.26.6″ header_font=”Varela Round||||||||” header_font_size=”20px” header_line_height=”1.5em” custom_padding=”||||false|false”][\/et_pb_blurb][et_pb_blurb title=”Optimization of structural elements.” use_icon=”on” font_icon=”%%45%%” icon_color=”#ffffff” use_circle=”on” circle_color=”#c5c876″ icon_placement=”left” content_max_width=”100%” use_icon_font_size=”on” icon_font_size=”16px” _builder_version=”3.26.6″ header_font=”Varela Round||||||||” header_font_size=”20px” header_line_height=”1.5em” custom_padding=”||||false|false”][\/et_pb_blurb][\/et_pb_column][\/et_pb_row][et_pb_row _builder_version=”4.0.3″ locked=”off”][et_pb_column type=”4_4″ _builder_version=”4.0.3″][et_pb_button button_url=”https:\/\/ipma.es\/en\/engineering-and-consulting-services-for-photovoltaic-projects\/” button_text=”Engineering and consulting services for photovoltaic projects” button_alignment=”center” _builder_version=”4.0.3″ custom_button=”on” button_text_color=”#ffffff” button_bg_color=”#c5c876″ button_border_width=”0px” button_border_radius=”9px” button_font=”Advent Pro|||on|||||”][\/et_pb_button][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ admin_label=”Footer” _builder_version=”3.26.6″ background_color=”#345168″ use_background_color_gradient=”on” background_color_gradient_start=”#566a28″ background_color_gradient_end=”rgba(255,255,255,0)” background_color_gradient_direction=”0deg” background_color_gradient_start_position=”11%” background_color_gradient_end_position=”82%” background_color_gradient_overlays_image=”on” background_image=”https:\/\/ipma.es\/wp-content\/uploads\/2019\/09\/ingenieria-y-consultoria-1.jpg” background_position=”top_center” custom_padding=”9.3%||0.5%||false|false” bottom_divider_flip=”horizontal” locked=”off”][et_pb_row column_structure=”1_2,1_2″ _builder_version=”3.26.6″ locked=”off”][et_pb_column type=”1_2″ _builder_version=”3.25″ custom_padding=”|||” custom_padding__hover=”|||”][et_pb_blurb title=”IPMA” url=”https:\/\/ipma.es\/en\/contact-us\/” use_icon=”on” font_icon=”%%102%%” icon_color=”#ffffff” use_circle=”on” circle_color=”#c5c876″ use_icon_font_size=”on” icon_font_size=”53px” _builder_version=”3.26.6″ header_text_align=”center” header_text_color=”#ffffff” header_font_size=”30px” text_orientation=”center” background_layout=”dark” link_option_url=”https:\/\/ipma.es\/en\/contact-us\/”]<\/p>\n
INGENIER\u00cdA DE PROYECTOS Y MEDIO AMBIENTE
Edificio Altagracia
C\/ Segundo Mata, 1
28224 Pozuelo de Alarc\u00f3n
MADRID – ESPA\u00d1A<\/p>\n
[\/et_pb_blurb][\/et_pb_column][et_pb_column type=”1_2″ _builder_version=”3.25″ custom_padding=”|||” custom_padding__hover=”|||”][et_pb_blurb title=”+34 91 357 93 69″ url=”tel:+34913579369″ use_icon=”on” font_icon=”%%264%%” icon_color=”#ffffff” use_circle=”on” circle_color=”#c5c876″ use_icon_font_size=”on” icon_font_size=”53px” _builder_version=”3.26.6″ header_text_align=”center” header_text_color=”#ffffff” header_font_size=”30px” custom_margin=”||40px||false|false” link_option_url=”tel:+34913579369″][\/et_pb_blurb][et_pb_blurb title=”Email” url=”https:\/\/ipma.es\/en\/contact-us\/” use_icon=”on” font_icon=”%%109%%” icon_color=”#ffffff” use_circle=”on” circle_color=”#c5c876″ use_icon_font_size=”on” icon_font_size=”53px” _builder_version=”3.26.6″ header_text_align=”center” header_text_color=”#ffffff” header_font_size=”30px” link_option_url=”https:\/\/ipma.es\/en\/contact-us\/”][\/et_pb_blurb][\/et_pb_column][\/et_pb_row][\/et_pb_section]<\/p>\n","protected":false},"excerpt":{"rendered":"
IPMA offers a complete analysis of soils for Photovoltaic Solar Energy Installations. Our company performs a sequence of services in three steps: 1A previous feasibility study of the location of the photovoltaic solar plants, which includes location improvements, taking into account different variables: The slopes on the ground The geological characterization of the site The […]<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"_et_pb_use_builder":"on","_et_pb_old_content":"","_et_gb_content_width":"","footnotes":""},"class_list":["post-5216","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/ipma.es\/en\/wp-json\/wp\/v2\/pages\/5216","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/ipma.es\/en\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/ipma.es\/en\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/ipma.es\/en\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/ipma.es\/en\/wp-json\/wp\/v2\/comments?post=5216"}],"version-history":[{"count":5,"href":"https:\/\/ipma.es\/en\/wp-json\/wp\/v2\/pages\/5216\/revisions"}],"predecessor-version":[{"id":6036,"href":"https:\/\/ipma.es\/en\/wp-json\/wp\/v2\/pages\/5216\/revisions\/6036"}],"wp:attachment":[{"href":"https:\/\/ipma.es\/en\/wp-json\/wp\/v2\/media?parent=5216"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}