{"id":102189,"date":"2026-07-16T15:04:55","date_gmt":"2026-07-16T15:04:55","guid":{"rendered":"https:\/\/geostru.ai\/en\/products\/srs\/"},"modified":"2026-07-16T15:31:35","modified_gmt":"2026-07-16T15:31:35","slug":"srs","status":"publish","type":"page","link":"https:\/\/geostru.ai\/it\/products\/srs\/","title":{"rendered":"SRS NX"},"content":{"rendered":"<div class=\"et_pb_section_0 et_pb_section et_section_regular et_flex_section\">\n<div class=\"et_pb_row_0 et_pb_row et_flex_row\">\n<div class=\"et_pb_column_0 et_pb_column et-last-child et_flex_column et_pb_css_mix_blend_mode_passthrough et_flex_column_24_24 et_flex_column_24_24_tablet et_flex_column_24_24_phone\">\n<div class=\"et_pb_text_0 et_pb_text et_pb_bg_layout_light et_pb_module et_flex_module\"><div class=\"et_pb_text_inner\"><h1 style=\"color:#163838;font-size:56px;font-weight:700;line-height:1.1;margin:0;\">SRS NX<\/h1>\n<\/div><\/div>\n\n<div class=\"et_pb_text_1 et_pb_text et_pb_bg_layout_light et_pb_module et_flex_module\"><div class=\"et_pb_text_inner\"><p style=\"color:#4a6161;font-size:22px;line-height:1.5;font-weight:500;margin:16px 0 0 0;\">Web-based surface soil-nailing design (chiodatura corticale) for slope stabilization \u2014 nail and facing-mesh checks to NTC 2018 \/ Eurocodes, a commercial nail catalog, a live tabbed workspace and an AI assistant that sets up a project from a plain-language description. Opens in any browser \u2014 no installs, no hardware keys.<\/p>\n<\/div><\/div>\n<\/div>\n<\/div>\n<\/div>\n\n<div class=\"et_pb_section_1 et_pb_section et_section_regular et_flex_section\">\n<div class=\"et_pb_row_1 et_pb_row et_flex_row\">\n<div class=\"et_pb_column_1 et_pb_column et-last-child et_flex_column et_pb_css_mix_blend_mode_passthrough et_flex_column_24_24 et_flex_column_24_24_tablet et_flex_column_24_24_phone\">\n<div class=\"et_pb_code_0 et_pb_code et_pb_module\"><div class=\"et_pb_code_inner\"><img src='https:\/\/geostru.ai\/wp-content\/uploads\/srs-interfaccia.png' alt='SRS NX - web-based soil nailing and slope stabilization' style='display:block;width:100%;height:auto;border-radius:12px;' \/><\/div><\/div>\n<\/div>\n<\/div>\n<\/div>\n\n<div class=\"et_pb_section_2 et_pb_section et_section_regular et_flex_section\">\n<div class=\"et_pb_row_2 et_pb_row et_flex_row\">\n<div class=\"et_pb_column_2 et_pb_column et-last-child et_flex_column et_pb_css_mix_blend_mode_passthrough et_flex_column_24_24 et_flex_column_24_24_tablet et_flex_column_24_24_phone\">\n<div class=\"et_pb_text_2 et_pb_text et_pb_bg_layout_light et_pb_module et_flex_module\"><div class=\"et_pb_text_inner\"><h2>What it does<\/h2>\n<\/div><\/div>\n\n<div class=\"et_pb_text_3 et_pb_text et_pb_bg_layout_light et_pb_module et_flex_module\"><div class=\"et_pb_text_inner\"><p style=\"font-size:17px;line-height:1.6;margin:0 0 14px 0;padding:4px 0 4px 16px;border-left:3px solid #1e8a8a;\"><strong>Six design checks<\/strong> \u2014 bar tension and shear, bar\u2013grout and bulb pull-out, and facing-mesh punching and tension, computed side by side with the governing factor of safety for each.<\/p>\n<\/div><\/div>\n\n<div class=\"et_pb_text_4 et_pb_text et_pb_bg_layout_light et_pb_module et_flex_module\"><div class=\"et_pb_text_inner\"><p style=\"font-size:17px;line-height:1.6;margin:0 0 14px 0;padding:4px 0 4px 16px;border-left:3px solid #1e8a8a;\"><strong>Slope, overburden and substrate<\/strong> \u2014 slope inclination and shear strength, overburden thickness and water table, and a soil or rock substrate with its grout bond stress and injection factor.<\/p>\n<\/div><\/div>\n\n<div class=\"et_pb_text_5 et_pb_text et_pb_bg_layout_light et_pb_module et_flex_module\"><div class=\"et_pb_text_inner\"><p style=\"font-size:17px;line-height:1.6;margin:0 0 14px 0;padding:4px 0 4px 16px;border-left:3px solid #1e8a8a;\"><strong>NTC 2018 \/ Eurocode partial factors<\/strong> \u2014 steel, grout and anchorage resistance factors plus the seismic action, every coefficient editable, raising the slope from the pre-intervention safety factor FS0 to the design one.<\/p>\n<\/div><\/div>\n\n<div class=\"et_pb_text_6 et_pb_text et_pb_bg_layout_light et_pb_module et_flex_module\"><div class=\"et_pb_text_inner\"><p style=\"font-size:17px;line-height:1.6;margin:0 0 14px 0;padding:4px 0 4px 16px;border-left:3px solid #1e8a8a;\"><strong>Commercial nail catalog<\/strong> \u2014 pick a nail or bar (GEWI, TITAN and others) and its diameter, yield strength and resistances fill in automatically, or type your own values.<\/p>\n<\/div><\/div>\n\n<div class=\"et_pb_text_7 et_pb_text et_pb_bg_layout_light et_pb_module et_flex_module\"><div class=\"et_pb_text_inner\"><p style=\"font-size:17px;line-height:1.6;margin:0 0 14px 0;padding:4px 0 4px 16px;border-left:3px solid #1e8a8a;\"><strong>Facing mesh<\/strong> \u2014 double-twist mesh geometry, unit tensile resistance and punching resistance, with the two facing-mesh verifications.<\/p>\n<\/div><\/div>\n\n<div class=\"et_pb_text_8 et_pb_text et_pb_bg_layout_light et_pb_module et_flex_module\"><div class=\"et_pb_text_inner\"><p style=\"font-size:17px;line-height:1.6;margin:0 0 14px 0;padding:4px 0 4px 16px;border-left:3px solid #1e8a8a;\"><strong>Seismic coefficient from a location<\/strong> \u2014 enter the horizontal seismic coefficient, or let the AI assistant fetch it for a town or coordinates from GeoStru Parametri Sismici.<\/p>\n<\/div><\/div>\n\n<div class=\"et_pb_text_9 et_pb_text et_pb_bg_layout_light et_pb_module et_flex_module\"><div class=\"et_pb_text_inner\"><p style=\"font-size:17px;line-height:1.6;margin:0 0 14px 0;padding:4px 0 4px 16px;border-left:3px solid #1e8a8a;\"><strong>Sidebar, tabs and live results<\/strong> \u2014 a project tree in the sidebar, tabbed Parameters \/ Checks \/ Elaborations \/ Report, and the R.2\u2013R.7 verifications each with its own factor of safety.<\/p>\n<\/div><\/div>\n\n<div class=\"et_pb_text_10 et_pb_text et_pb_bg_layout_light et_pb_module et_flex_module\"><div class=\"et_pb_text_inner\"><p style=\"font-size:17px;line-height:1.6;margin:0 0 14px 0;padding:4px 0 4px 16px;border-left:3px solid #1e8a8a;\"><strong>AI assistant<\/strong> \u2014 set up a whole project from a plain-language description, fetch the seismic coefficient for a location, and get every input and result explained on request.<\/p>\n<\/div><\/div>\n\n<div class=\"et_pb_text_11 et_pb_text et_pb_bg_layout_light et_pb_module et_flex_module\"><div class=\"et_pb_text_inner\"><p style=\"font-size:17px;line-height:1.6;margin:0 0 14px 0;padding:4px 0 4px 16px;border-left:3px solid #1e8a8a;\"><strong>Reports and cloud save<\/strong> \u2014 the calculation report is generated natively in Word (DOCX), DOC and PDF, in six languages, with cloud project save on GeoDropbox.<\/p>\n<\/div><\/div>\n<\/div>\n<\/div>\n<\/div>\n\n<div class=\"et_pb_section_3 et_pb_section et_section_regular et_flex_section\">\n<div class=\"et_pb_row_3 et_pb_row et_flex_row\">\n<div class=\"et_pb_column_3 et_pb_column et-last-child et_flex_column et_pb_css_mix_blend_mode_passthrough et_flex_column_24_24 et_flex_column_24_24_tablet et_flex_column_24_24_phone\">\n<div class=\"et_pb_text_12 et_pb_text et_pb_bg_layout_light et_pb_module et_flex_module\"><div class=\"et_pb_text_inner\"><h2>How it works<\/h2>\n<\/div><\/div>\n\n<div class=\"et_pb_text_13 et_pb_text et_pb_bg_layout_light et_pb_module et_flex_module\"><div class=\"et_pb_text_inner\"><p style=\"font-size:17px;line-height:1.6;\">A guided flow takes you from the slope data to a fully verified, reported soil-nailing design.<\/p>\n<\/div><\/div>\n\n<div class=\"et_pb_text_14 et_pb_text et_pb_bg_layout_light et_pb_module et_flex_module\"><div class=\"et_pb_text_inner\"><p style=\"font-size:17px;line-height:1.6;margin:0 0 14px 0;padding:4px 0 4px 16px;border-left:3px solid #1e8a8a;\"><strong>1 \u00b7 Slope &amp; substrate<\/strong> \u2014 enter the slope geometry and shear strength, the overburden and water table, and choose a soil or rock substrate \u2014 or describe the case to the AI assistant and let it fill the form.<\/p>\n<\/div><\/div>\n\n<div class=\"et_pb_text_15 et_pb_text et_pb_bg_layout_light et_pb_module et_flex_module\"><div class=\"et_pb_text_inner\"><p style=\"font-size:17px;line-height:1.6;margin:0 0 14px 0;padding:4px 0 4px 16px;border-left:3px solid #1e8a8a;\"><strong>2 \u00b7 Design target<\/strong> \u2014 set the pre-intervention safety factor and the required design factor of safety, the anchor spacing and the reference code.<\/p>\n<\/div><\/div>\n\n<div class=\"et_pb_text_16 et_pb_text et_pb_bg_layout_light et_pb_module et_flex_module\"><div class=\"et_pb_text_inner\"><p style=\"font-size:17px;line-height:1.6;margin:0 0 14px 0;padding:4px 0 4px 16px;border-left:3px solid #1e8a8a;\"><strong>3 \u00b7 Nails &amp; mesh<\/strong> \u2014 pick the nail or bar from the catalog and the facing mesh, then run the six checks and read the governing factor of safety.<\/p>\n<\/div><\/div>\n\n<div class=\"et_pb_text_17 et_pb_text et_pb_bg_layout_light et_pb_module et_flex_module\"><div class=\"et_pb_text_inner\"><p style=\"font-size:17px;line-height:1.6;margin:0 0 14px 0;padding:4px 0 4px 16px;border-left:3px solid #1e8a8a;\"><strong>4 \u00b7 Seismic<\/strong> \u2014 enter the horizontal seismic coefficient, or let the AI assistant fetch it for the site from GeoStru Parametri Sismici.<\/p>\n<\/div><\/div>\n\n<div class=\"et_pb_text_18 et_pb_text et_pb_bg_layout_light et_pb_module et_flex_module\"><div class=\"et_pb_text_inner\"><p style=\"font-size:17px;line-height:1.6;margin:0 0 14px 0;padding:4px 0 4px 16px;border-left:3px solid #1e8a8a;\"><strong>5 \u00b7 Report<\/strong> \u2014 generate the calculation report in Word (DOCX), DOC or PDF, localized in six languages.<\/p>\n<\/div><\/div>\n\n<div class=\"et_pb_text_19 et_pb_text et_pb_bg_layout_light et_pb_module et_flex_module\"><div class=\"et_pb_text_inner\"><p style=\"font-size:17px;line-height:1.6;margin:0 0 14px 0;padding:4px 0 4px 16px;border-left:3px solid #1e8a8a;\"><strong>6 \u00b7 Save &amp; share<\/strong> \u2014 save the project to GeoDropbox to reopen or share it later, or download the report to your machine.<\/p>\n<\/div><\/div>\n<\/div>\n<\/div>\n<\/div>\n\n<div class=\"et_pb_section_4 et_pb_section et_section_regular et_flex_section\">\n<div class=\"et_pb_row_4 et_pb_row et_flex_row\">\n<div class=\"et_pb_column_4 et_pb_column et-last-child et_flex_column et_pb_css_mix_blend_mode_passthrough et_flex_column_24_24 et_flex_column_24_24_tablet et_flex_column_24_24_phone\">\n<div class=\"et_pb_text_20 et_pb_text et_pb_bg_layout_light et_pb_module et_flex_module\"><div class=\"et_pb_text_inner\"><h2>Who it's for<\/h2>\n<\/div><\/div>\n\n<div class=\"et_pb_text_21 et_pb_text et_pb_bg_layout_light et_pb_module et_flex_module\"><div class=\"et_pb_text_inner\"><p style=\"font-size:17px;line-height:1.6;\">Geotechnical engineers \u00b7 Civil and structural engineers \u00b7 Slope-stabilization designers \u00b7 Geotechnical consultants. SRS NX is built for those who today design surface soil nailing and facing meshes with spreadsheets or desktop tools, and want a single web environment that goes from the slope data to a fully verified, reported design.<\/p>\n<\/div><\/div>\n<\/div>\n<\/div>\n<\/div>\n\n<div class=\"et_pb_section_5 et_pb_section et_section_regular et_flex_section\">\n<div class=\"et_pb_row_5 et_pb_row et_flex_row\">\n<div class=\"et_pb_column_5 et_pb_column et-last-child et_flex_column et_pb_css_mix_blend_mode_passthrough et_flex_column_24_24 et_flex_column_24_24_tablet et_flex_column_24_24_phone\">\n<div class=\"et_pb_text_22 et_pb_text et_pb_bg_layout_light et_pb_module et_flex_module\"><div class=\"et_pb_text_inner\"><h2>Frequently asked questions<\/h2>\n<\/div><\/div>\n\n<div class=\"et_pb_text_23 et_pb_text et_pb_bg_layout_light et_pb_module et_flex_module\"><div class=\"et_pb_text_inner\"><p style=\"font-size:17px;line-height:1.6;margin:0 0 16px 0;padding:4px 0 4px 16px;border-left:3px solid #1e8a8a;\"><strong style=\"color:#163838;\">What does SRS check?<\/strong><br \/>The six checks run together, so you read the governing factor of safety at a glance: bar tension and shear, bar\u2013grout and bulb pull-out, and the facing-mesh punching and tension. The slope safety factor is raised from the pre-intervention FS0 to the design one you set.<\/p>\n<\/div><\/div>\n\n<div class=\"et_pb_text_24 et_pb_text et_pb_bg_layout_light et_pb_module et_flex_module\"><div class=\"et_pb_text_inner\"><p style=\"font-size:17px;line-height:1.6;margin:0 0 16px 0;padding:4px 0 4px 16px;border-left:3px solid #1e8a8a;\"><strong style=\"color:#163838;\">Can the AI assistant set up the project for me?<\/strong><br \/>Yes. The AI assistant sets up the project from a plain-language description \u2014 slope, substrate, nail and mesh \u2014 and can fetch the seismic coefficient for a location, for you to review before calculating.<\/p>\n<\/div><\/div>\n\n<div class=\"et_pb_text_25 et_pb_text et_pb_bg_layout_light et_pb_module et_flex_module\"><div class=\"et_pb_text_inner\"><p style=\"font-size:17px;line-height:1.6;margin:0 0 16px 0;padding:4px 0 4px 16px;border-left:3px solid #1e8a8a;\"><strong style=\"color:#163838;\">What languages does the Word report support?<\/strong><br \/>Six languages \u2014 Italian, English, Spanish, Polish, French and Romanian \u2014 the same calculation produces a localized report in the language you choose.<\/p>\n<\/div><\/div>\n\n<div class=\"et_pb_text_26 et_pb_text et_pb_bg_layout_light et_pb_module et_flex_module\"><div class=\"et_pb_text_inner\"><p style=\"font-size:17px;line-height:1.6;margin:0 0 16px 0;padding:4px 0 4px 16px;border-left:3px solid #1e8a8a;\"><strong style=\"color:#163838;\">Is SRS NX compliant with NTC 2018?<\/strong><br \/>Yes \u2014 partial-factor combinations (A1+M1+R1, A2+M2+R2, A1+M1+R3, A2+M2+R3), seismic and SLE approaches follow NTC 2018 \/ EC7, with the R3 approach as the default.<\/p>\n<\/div><\/div>\n\n<div class=\"et_pb_text_27 et_pb_text et_pb_bg_layout_light et_pb_module et_flex_module\"><div class=\"et_pb_text_inner\"><p style=\"font-size:17px;line-height:1.6;margin:0 0 16px 0;padding:4px 0 4px 16px;border-left:3px solid #1e8a8a;\"><strong style=\"color:#163838;\">What can I reinforce?<\/strong><br \/>Slopes and cuts in soil or rock \u2014 road and rail embankments, excavation faces and slopes prone to shallow surface failures \u2014 with soil nails and a metallic facing mesh.<\/p>\n<\/div><\/div>\n<\/div>\n<\/div>\n<\/div>\n\n<div class=\"et_pb_section_6 et_pb_section et_section_regular et_flex_section\">\n<div class=\"et_pb_row_6 et_pb_row et_flex_row\">\n<div class=\"et_pb_column_6 et_pb_column et-last-child et_flex_column et_pb_css_mix_blend_mode_passthrough et_flex_column_24_24 et_flex_column_24_24_tablet et_flex_column_24_24_phone\">\n<div class=\"et_pb_text_28 et_pb_text et_pb_bg_layout_light et_pb_module et_flex_module\"><div class=\"et_pb_text_inner\"><h2>Ready to start with SRS NX?<\/h2>\n<\/div><\/div>\n\n<div class=\"et_pb_text_29 et_pb_text et_pb_bg_layout_light et_pb_module et_flex_module\"><div class=\"et_pb_text_inner\"><p style=\"font-size:17px;line-height:1.6;\">Choose your plan and start using SRS NX today. Runs in the browser, always up to date, no installation required.<\/p>\n<\/div><\/div>\n\n\n\n\n<\/div>\n<\/div>\n<\/div>","protected":false},"excerpt":{"rendered":"<p>Web-based surface soil-nailing (chiodatura corticale) design for slope stabilization \u2014 nail\/bar and facing-mesh checks to NTC 2018 \/ Eurocodes, a commercial nail catalog and an AI assistant. Browser-based, no installs.<\/p>\n","protected":false},"author":0,"featured_media":102188,"parent":101181,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"_ai_seo_pilot_schema_type":"auto","footnotes":""},"class_list":["post-102189","page","type-page","status-publish","has-post-thumbnail","hentry"],"_links":{"self":[{"href":"https:\/\/geostru.ai\/it\/wp-json\/wp\/v2\/pages\/102189","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/geostru.ai\/it\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/geostru.ai\/it\/wp-json\/wp\/v2\/types\/page"}],"replies":[{"embeddable":true,"href":"https:\/\/geostru.ai\/it\/wp-json\/wp\/v2\/comments?post=102189"}],"version-history":[{"count":4,"href":"https:\/\/geostru.ai\/it\/wp-json\/wp\/v2\/pages\/102189\/revisions"}],"predecessor-version":[{"id":102193,"href":"https:\/\/geostru.ai\/it\/wp-json\/wp\/v2\/pages\/102189\/revisions\/102193"}],"up":[{"embeddable":true,"href":"https:\/\/geostru.ai\/it\/wp-json\/wp\/v2\/pages\/101181"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/geostru.ai\/it\/wp-json\/wp\/v2\/media\/102188"}],"wp:attachment":[{"href":"https:\/\/geostru.ai\/it\/wp-json\/wp\/v2\/media?parent=102189"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}