{"id":101552,"date":"2026-05-15T19:18:58","date_gmt":"2026-05-15T19:18:58","guid":{"rendered":"https:\/\/geostru.ai\/en?page_id=101552"},"modified":"2026-05-15T19:24:48","modified_gmt":"2026-05-15T19:24:48","slug":"rockplane","status":"publish","type":"page","link":"https:\/\/geostru.ai\/it\/products\/rockplane\/","title":{"rendered":"RockPlane 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;\">RockPlane 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 limit-equilibrium verification of planar rock-slope stability \u2014 Hoek-Bray geometry, Mohr-Coulomb and Barton-Bandis criteria, active anchors, passive nails, drape and cable meshes. 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\"><div class=\"nx-video-wrap\" style=\"position:relative;padding-bottom:56.25%;height:0;max-width:960px;margin:0 auto;overflow:hidden;border-radius:8px;\"><iframe style=\"position:absolute;top:0;left:0;width:100%;height:100%;border:0;\" src=\"https:\/\/www.youtube-nocookie.com\/embed\/jVjf4Si_8Gc?cc_load_policy=1&cc_lang_pref=it&hl=it&rel=0&modestbranding=1\" title=\"RockPlane NX demo video\" allow=\"accelerometer;autoplay;clipboard-write;encrypted-media;gyroscope;picture-in-picture;web-share\" referrerpolicy=\"strict-origin-when-cross-origin\" allowfullscreen loading=\"lazy\"><\/iframe><\/div><\/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>Sliding and overturning factor of safety<\/strong> \u2014 real-time FS on the wedge under static and pseudo-static seismic conditions, with colour coding for safe \/ marginal \/ unsafe.<\/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>Two failure criteria<\/strong> \u2014 classic Mohr-Coulomb plus non-linear Barton-Bandis (JRC, JCS) for rough rock joints at low normal stress, with the full diagnostic panel exposed.<\/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>Four water states<\/strong> \u2014 ponded water at the toe, uplift on the failure plane, thrust in the tension crack, pervious-slope hydraulic connection \u2014 with four configurable pressure distributions.<\/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>Pseudo-static seismic action<\/strong> \u2014 NTC \u00a73.2 and \u00a77.11.3, configurable horizontal coefficient kh and direction \u03a9, plus a generic external force for road loads or overlying structures.<\/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>Nail, anchor and mesh reinforcement<\/strong> \u2014 pre-tensioned anchors (NTC \u00a76.6 with \u03be and \u03b3Ra,t), passive nails (NTC \u00a76.7 SoilNail Variant A with Clouterre 1993 N-V interaction), drape mesh R1 and cable panels R2 with full design-resistance breakdown.<\/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>Closed-form auto-design<\/strong> \u2014 when FS falls below target, the auto-designer solves for nail rows, positions and spacing in milliseconds; an optional Gemini-powered AI layer comments the design and proposes motivated refinements.<\/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>2D section and interactive 3D view<\/strong> \u2014 real-time wedge plot with force vectors and dimensions, plus a navigable 3D model of the block, nails, plates and meshes \u2014 four presets (iso, front, side, top).<\/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>Word report, DXF drawing, Trispace handoff<\/strong> \u2014 eight-section DOCX with a 99-test validation annex, AutoCAD-ready DXF R12 with wedge, nails, water levels and dimensions, and one-click handoff to Trispace NX via secure 5-minute token.<\/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>NTC 2018, Eurocode 7 and Eurocode 8<\/strong> \u2014 characteristic values plus NTC \u00a76.8 Approach 1 Combination 2, EC7 DA1, DA2 and DA3, with the applied partial factors always visible.<\/p>\n<\/div><\/div>\n\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>Who it\u2019s for<\/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;\">Geotechnical engineers \u00b7 Geologists \u00b7 Slope designers \u00b7 Mining and quarry engineers \u00b7 Infrastructure consultants. RockPlane NX is built for those who today verify rock-slope stability with spreadsheets or desktop tools, and want a single web environment that goes from limit-equilibrium check to fully-designed reinforcement with traceable normative output.<\/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_14 et_pb_text et_pb_bg_layout_light et_pb_module et_flex_module\"><div class=\"et_pb_text_inner\"><h2>Why it\u2019s different<\/h2>\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;\">Runs directly in the browser, no installation required.<\/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;\">Covers both Mohr-Coulomb and Barton-Bandis criteria, with the Barton-Bandis diagnostic panel exposed in plain sight.<\/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;\">Reinforcement is not just modelled \u2014 it is designed: closed-form sizing plus optional AI review.<\/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;\">Six selectable normative frameworks (characteristic, NTC \u00a76.8 A1-C2, EC7 DA1-C1, DA1-C2, DA2, DA3) with the applied partial factors always visible on screen.<\/p>\n<\/div><\/div>\n\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_19 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 RockPlane NX?<\/h2>\n<\/div><\/div>\n\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\"><p style=\"font-size:17px;\">Choose your plan and start using RockPlane 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>\n","protected":false},"excerpt":{"rendered":"<p>Web-based limit-equilibrium verification of planar rock-slope stability \u2014 Hoek-Bray with Mohr-Coulomb and Barton-Bandis, active anchors, passive nails, drape and cable meshes. NTC 2018 and EC7\/EC8 compliant. Browser-based, no installs.<\/p>\n","protected":false},"author":0,"featured_media":0,"parent":101181,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"_ai_seo_pilot_schema_type":"auto","footnotes":""},"class_list":["post-101552","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/geostru.ai\/it\/wp-json\/wp\/v2\/pages\/101552","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=101552"}],"version-history":[{"count":3,"href":"https:\/\/geostru.ai\/it\/wp-json\/wp\/v2\/pages\/101552\/revisions"}],"predecessor-version":[{"id":101557,"href":"https:\/\/geostru.ai\/it\/wp-json\/wp\/v2\/pages\/101552\/revisions\/101557"}],"up":[{"embeddable":true,"href":"https:\/\/geostru.ai\/it\/wp-json\/wp\/v2\/pages\/101181"}],"wp:attachment":[{"href":"https:\/\/geostru.ai\/it\/wp-json\/wp\/v2\/media?parent=101552"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}