{"id":101812,"date":"2026-06-08T13:20:28","date_gmt":"2026-06-08T13:20:28","guid":{"rendered":"https:\/\/geostru.ai\/en\/products\/dynprobe\/"},"modified":"2026-06-08T14:59:20","modified_gmt":"2026-06-08T14:59:20","slug":"dynprobe","status":"publish","type":"page","link":"https:\/\/geostru.ai\/it\/products\/dynprobe\/","title":{"rendered":"Dynamic Probing NX"},"content":{"rendered":"<div style=\"padding:6px 30px 30px;text-align:center;\">\n<p style=\"color:#4a6161;font-size:22px;line-height:1.5;font-weight:500;margin:0 auto;max-width:820px;\">Processing of dynamic penetrometer tests (DPL \u00b7 DPM \u00b7 DPH \u00b7 DPSH) and SPT in-hole, from blow counts to the geotechnical report. All in a single web app.<\/p>\n<\/div>\n<div class=\"nx-product-content-wrap\" style=\"max-width:1080px;margin:0 auto;padding:0 30px;\">\n<p>Dynamic Probing NX is the new web generation of the GeoStru program for processing dynamic penetrometer tests \u2014 continuous DPL, DPM, DPH and DPSH probes \u2014 and SPT tests carried out in a borehole. It inherits the formulas of the Dynamic Probing desktop program, brings them inside the browser, and enriches them with an AI geotechnical assistant, a geolocated test map and automatic cross-sections.<\/p>\n<p>From the raw blow counts the application derives the equivalent NSPT through the Pasqualini coefficient, the dynamic point resistance, a full set of geotechnical correlations, the NTC subsoil category and the allowable bearing pressures \u2014 with continuous coherence in SI units (kPa \u00b7 kN\/m\u00b3 \u00b7 MPa).<\/p>\n<h3>Features<\/h3>\n<table style=\"border-collapse: collapse; width: 100%; margin: 1em 0;\">\n<thead>\n<tr style=\"background:#f3f4f6;\">\n<th style=\"border:1px solid #d1d5db; padding:10px; text-align:left;\">Area<\/th>\n<th style=\"border:1px solid #d1d5db; padding:10px; text-align:left;\">Detail<\/th>\n<\/tr>\n<\/thead>\n<tbody>\n<tr>\n<td style=\"border:1px solid #d1d5db; padding:10px;\"><strong>Instruments library<\/strong><\/td>\n<td style=\"border:1px solid #d1d5db; padding:10px;\">System catalogue of DPL, DPM, DPH, DPSH and SPT in-hole tools, plus custom instruments (hammer mass, free fall, cone area, rod weight, rod length).<\/td>\n<\/tr>\n<tr>\n<td style=\"border:1px solid #d1d5db; padding:10px;\"><strong>NSPT aggregation<\/strong><\/td>\n<td style=\"border:1px solid #d1d5db; padding:10px;\">Seven per-layer methods (average, minimum, maximum, mean \u00b1 standard deviation, normal distribution RNC \/ RC), Pasqualini \u03b2 coefficient (variable per rod or fixed), Terzaghi water-table correction and N60 energy corrections.<\/td>\n<\/tr>\n<tr>\n<td style=\"border:1px solid #d1d5db; padding:10px;\"><strong>Cohesive correlations<\/strong><\/td>\n<td style=\"border:1px solid #d1d5db; padding:10px;\">Undrained cohesion C<sub>u<\/sub> (Terzaghi-Peck, Butcher, Langton\u2026), oedometric and Young moduli M<sub>o<\/sub> \/ E<sub>y<\/sub>, unit weights \u03b3 \/ \u03b3<sub>sat<\/sub>, shear-wave velocity V<sub>s<\/sub> and consistency classification.<\/td>\n<\/tr>\n<tr>\n<td style=\"border:1px solid #d1d5db; padding:10px;\"><strong>Incoherent correlations<\/strong><\/td>\n<td style=\"border:1px solid #d1d5db; padding:10px;\">Relative density D<sub>r<\/sub>, friction angle \u03c6 and \u03c6<sub>1,60<\/sub>, Poisson ratio \u03bd and shear modulus G.<\/td>\n<\/tr>\n<tr>\n<td style=\"border:1px solid #d1d5db; padding:10px;\"><strong>Subsoil category<\/strong><\/td>\n<td style=\"border:1px solid #d1d5db; padding:10px;\">NTC 2018, NTC 2008 and EC8 classification from the equivalent shear-wave velocity V<sub>s,eq<\/sub> (or NSPT \/ C<sub>u<\/sub>), with optional seismic substrate.<\/td>\n<\/tr>\n<tr>\n<td style=\"border:1px solid #d1d5db; padding:10px;\"><strong>Bearing capacity<\/strong><\/td>\n<td style=\"border:1px solid #d1d5db; padding:10px;\">Olandese allowable pressure per depth (Khodaparast), shallow-foundation methods (Terzaghi-Peck, Meyerhof, Bazaraa, Peck-Hanson, Meigh-Hobbs, De Beer-Martens, Burland) and deep-foundation Meyerhof for driven piles.<\/td>\n<\/tr>\n<tr>\n<td style=\"border:1px solid #d1d5db; padding:10px;\"><strong>Characteristic values EC7<\/strong><\/td>\n<td style=\"border:1px solid #d1d5db; padding:10px;\">Cautious characteristic value of a parameter per EC7 \u00a72.4.5.2 \/ NTC \u00a76.2.2 (Normal, Lognormal, Student-t), computed on the cross-borehole sample with automatic procedure selection by sample size.<\/td>\n<\/tr>\n<tr>\n<td style=\"border:1px solid #d1d5db; padding:10px;\"><strong>Automatic stratigraphy<\/strong><\/td>\n<td style=\"border:1px solid #d1d5db; padding:10px;\">Layer generation from blow-count readings by lithology table, Robertson I<sub>c<\/sub> index or PELT + Robertson, with editable lithology colours (DIN 4023).<\/td>\n<\/tr>\n<tr>\n<td style=\"border:1px solid #d1d5db; padding:10px;\"><strong>Geolocated map<\/strong><\/td>\n<td style=\"border:1px solid #d1d5db; padding:10px;\">Tests positioned by latitude\/longitude on a native map, scaled planimetry and automatic 2D geotechnical cross-sections between probes.<\/td>\n<\/tr>\n<tr>\n<td style=\"border:1px solid #d1d5db; padding:10px;\"><strong>AI assistant<\/strong><\/td>\n<td style=\"border:1px solid #d1d5db; padding:10px;\">Geotechnical chatbot that reads the project, fixes readings and stratigraphy, runs the computation, evaluates soil category, bearing pressure and EC7 characteristic values, and explains the results.<\/td>\n<\/tr>\n<tr>\n<td style=\"border:1px solid #d1d5db; padding:10px;\"><strong>Export<\/strong><\/td>\n<td style=\"border:1px solid #d1d5db; padding:10px;\">Structured Word (.docx) report, AGS4 geotechnical interchange, DXF planimetry and section, 2D dataset for GeoSection NX, and planimetry image.<\/td>\n<\/tr>\n<tr>\n<td style=\"border:1px solid #d1d5db; padding:10px;\"><strong>Save &amp; import<\/strong><\/td>\n<td style=\"border:1px solid #d1d5db; padding:10px;\">Native .dprobe project file saved on your PC and import of desktop .dypx files \u2014 your project data stays on your computer.<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<h3>What Dynamic Probing NX adds over the desktop<\/h3>\n<ul>\n<li><strong>AI geotechnical assistant<\/strong> \u2014 read the project, paste readings, compute and interpret results in natural language.<\/li>\n<li><strong>Geolocated map &amp; automatic sections<\/strong> \u2014 tests on a native map, with 2D cross-sections traced between probes.<\/li>\n<li><strong>EC7 characteristic values<\/strong> \u2014 cautious characteristic value of each parameter on the cross-borehole sample (Normal, Lognormal, Student-t).<\/li>\n<li><strong>NTC 2018 subsoil category<\/strong> \u2014 V<sub>s,eq<\/sub>-based classification with optional seismic substrate.<\/li>\n<li><strong>Open exchange formats<\/strong> \u2014 AGS4 and GeoSection NX export to keep talking to the rest of the workflow.<\/li>\n<li><strong>Web-first<\/strong> \u2014 nothing to install, no hardware key; open the project from any browser.<\/li>\n<\/ul>\n<h3>Professional target<\/h3>\n<p>Geotechnical engineers, applied geologists, site-investigation and drilling companies, foundation designers, consultancy firms and universities working with dynamic penetrometer and SPT data.<\/p>\n<h3>Report output<\/h3>\n<p>The Word (.docx) technical report generated by Dynamic Probing NX is structured for immediate delivery to the client or for inclusion in a project file. It includes: cover page with project and site data, instrument and test description, blow-count logs with NSPT and dynamic resistance, synthesis of geotechnical parameters per layer (\u03b3, \u03c6, C<sub>u<\/sub>, M<sub>o<\/sub>, E<sub>y<\/sub>, V<sub>s<\/sub>, D<sub>r<\/sub>), subsoil category, allowable bearing pressures and EC7 characteristic values. Charts are inserted as high-resolution images derived from the on-screen rendering.<\/p>\n<p><strong>GeoStru NX Suite<\/strong> \u2014 Dynamic Probing NX is part of the new web generation of GeoStru applications. LiquiTer NX, GMS NX, Stratigrapher NX, Computo NX and the other applications in the suite share the same cloud environment, the same authentication system, and talk directly to each other on project data.<\/p>\n<p>&nbsp;<\/p>\n<\/div>\n","protected":false},"excerpt":{"rendered":"<p>Dynamic Probing NX is the web generation of the GeoStru program for processing dynamic penetrometer tests (DPL\/DPM\/DPH\/DPSH) and SPT in-hole: NSPT, geotechnical correlations, NTC subsoil category, bearing capacity and EC7 characteristic values \u2014 all in the browser.<\/p>\n","protected":false},"author":1,"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-101812","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/geostru.ai\/it\/wp-json\/wp\/v2\/pages\/101812","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"}],"author":[{"embeddable":true,"href":"https:\/\/geostru.ai\/it\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/geostru.ai\/it\/wp-json\/wp\/v2\/comments?post=101812"}],"version-history":[{"count":2,"href":"https:\/\/geostru.ai\/it\/wp-json\/wp\/v2\/pages\/101812\/revisions"}],"predecessor-version":[{"id":101814,"href":"https:\/\/geostru.ai\/it\/wp-json\/wp\/v2\/pages\/101812\/revisions\/101814"}],"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=101812"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}