{"id":101187,"date":"2026-04-24T17:09:48","date_gmt":"2026-04-24T17:09:48","guid":{"rendered":"https:\/\/geostru.ai\/en\/products\/gdw\/"},"modified":"2026-07-08T09:28:24","modified_gmt":"2026-07-08T09:28:24","slug":"gdw","status":"publish","type":"page","link":"https:\/\/geostru.ai\/ro\/products\/gdw\/","title":{"rendered":"GDW 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;\">GDW 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 geotechnical design and verification of gabion retaining walls \u2014 both concrete-block gabions and classic double-twisted wire-mesh gabions. Coulomb and Mononobe-Okabe earth thrust, external and internal checks and Bishop global stability, side by side in the browser \u2014 no installation, and your projects never leave your device.<\/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_image_0 et_pb_image et_pb_module et_flex_module\"><span class=\"et_pb_image_wrap\"><img loading=\"lazy\" decoding=\"async\" src=\"https:\/\/geostru.ai\/wp-content\/uploads\/GDW-NX.jpeg\" alt=\"GDW NX\" title=\"GDW NX\" width=\"1600\" height=\"863\" srcset=\"https:\/\/geostru.ai\/wp-content\/uploads\/GDW-NX.jpeg 1600w, https:\/\/geostru.ai\/wp-content\/uploads\/GDW-NX-1280x690.jpeg 1280w, https:\/\/geostru.ai\/wp-content\/uploads\/GDW-NX-980x529.jpeg 980w, https:\/\/geostru.ai\/wp-content\/uploads\/GDW-NX-480x259.jpeg 480w\" sizes=\"(min-width: 0px) and (max-width: 480px) 480px, (min-width: 481px) and (max-width: 980px) 980px, (min-width: 981px) and (max-width: 1280px) 1280px, (min-width: 1281px) 1600px, 100vw\" class=\"wp-image-101186\" \/><\/span><\/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;\">GDW NX takes a gabion retaining wall from geometry and soil profile all the way to a fully verified structure \u2014 external, internal and global-stability checks against NTC 2018, with real-time section drawings and traceable reports, entirely in the browser.<\/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 gabion typologies<\/strong> \u2014 dry-stacked concrete-block gabions and traditional double-twisted wire-mesh gabions, each with its own internal-resistance model.<\/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>Coulomb and Mononobe-Okabe thrust<\/strong> \u2014 active earth pressure in static conditions and the pseudo-static seismic increment per NTC 2018.<\/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>External checks<\/strong> \u2014 overturning, sliding and the bearing capacity of the foundation soil.<\/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>Internal checks, course by course<\/strong> \u2014 sliding and section resistance verified at every gabion joint up the wall.<\/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>Bishop global stability<\/strong> \u2014 the overall stability of the wall and the surrounding soil mass on circular slip surfaces.<\/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>Professional deliverables<\/strong> \u2014 Word reports, dimensioned section drawings with internal stresses and reusable .gabbioni projects, kept entirely on your own device.<\/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_10 et_pb_text et_pb_bg_layout_light et_pb_module et_flex_module\"><div class=\"et_pb_text_inner\"><h2>The design methods<\/h2>\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\"><h3 style=\"color:#163838;font-size:24px;font-weight:700;margin:0 0 10px 0;\">Coulomb \u2014 active earth thrust (static)<\/h3>\n<\/div><\/div>\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\"><p style=\"font-size:17px;line-height:1.6;\">Computes the active thrust the retained soil exerts on the wall from the soil unit weight, shear strength and wall\/backfill geometry, including surcharges and the water table.<\/p>\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;margin:0 0 14px 0;padding:4px 0 4px 16px;border-left:3px solid #1e8a8a;\"><strong>External safety factors<\/strong> \u2014 the factor of safety against overturning and against sliding, each verified when it exceeds the value required by the code.<\/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>Bearing capacity<\/strong> \u2014 the limit pressure q_lim of the foundation soil checked against the load the wall transmits.<\/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\"><h3 style=\"color:#163838;font-size:24px;font-weight:700;margin:0 0 10px 0;\">Mononobe-Okabe \u2014 seismic thrust<\/h3>\n<\/div><\/div>\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;\">Adds the pseudo-static seismic increment to the static case, using the horizontal and vertical seismic coefficients derived from the NTC 2018 site and importance parameters.<\/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\"><h3 style=\"color:#163838;font-size:24px;font-weight:700;margin:0 0 10px 0;\">Bishop \u2014 global stability<\/h3>\n<\/div><\/div>\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;\">Checks the overall stability of the wall-and-soil system along circular slip surfaces with the simplified Bishop method. GDW NX evaluates one trial circle at a time, so you position and refine the critical surface yourself.<\/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_19 et_pb_text et_pb_bg_layout_light et_pb_module et_flex_module\"><div class=\"et_pb_text_inner\"><h2>Wall typologies and mesh<\/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;line-height:1.6;\">The internal resistance of a gabion wall depends on how the baskets are held together. GDW NX models both mesh technologies used in practice.<\/p>\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;margin:0 0 14px 0;padding:4px 0 4px 16px;border-left:3px solid #1e8a8a;\"><strong>Concrete-block and wire-mesh gabions<\/strong> \u2014 dry-stacked concrete blocks or wire baskets filled with stone, with the fill unit weight you specify.<\/p>\n<\/div><\/div>\n\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\"><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>Double-twisted mesh (DT)<\/strong> \u2014 modelled with an internal friction angle of 45\u00b0 and an apparent cohesion, reflecting the confinement of the double-twisted wire.<\/p>\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 14px 0;padding:4px 0 4px 16px;border-left:3px solid #1e8a8a;\"><strong>Electro-welded mesh (ES)<\/strong> \u2014 the internal friction angle is derived from the mesh formula (typically \u2248 26\u201332\u00b0) with no apparent cohesion, giving a more conservative internal check.<\/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 14px 0;padding:4px 0 4px 16px;border-left:3px solid #1e8a8a;\"><strong>Any manufacturer<\/strong> \u2014 pick a listed mesh or enter custom specifications from the supplier's data sheet.<\/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_25 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_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;\">A guided flow takes you from project setup to an exported report in eight steps.<\/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 14px 0;padding:4px 0 4px 16px;border-left:3px solid #1e8a8a;\"><strong>1 \u00b7 General data &amp; standard<\/strong> \u2014 project description and the design standard (NTC 2018, Eurocodes or user-defined), with the partial-factor combinations.<\/p>\n<\/div><\/div>\n\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\"><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 Geometry<\/strong> \u2014 number and size of gabion rows, wall inclination \u03b1 and left\/right alignment, drawn in real time.<\/p>\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;margin:0 0 14px 0;padding:4px 0 4px 16px;border-left:3px solid #1e8a8a;\"><strong>3 \u00b7 Foundation<\/strong> \u2014 base width, valley (downhill) thickness and inclination \u03b2; the foundation is optional and independent of the wall inclination.<\/p>\n<\/div><\/div>\n\n<div class=\"et_pb_text_30 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 Materials<\/strong> \u2014 mesh technology (DT or ES), block\/fill unit weight and the resulting internal-resistance parameters.<\/p>\n<\/div><\/div>\n\n<div class=\"et_pb_text_31 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 Stratigraphy &amp; water<\/strong> \u2014 layered soil profiles with unit weight \u03b3, friction angle \u03c6 and cohesion c, plus the groundwater table.<\/p>\n<\/div><\/div>\n\n<div class=\"et_pb_text_32 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 Loads<\/strong> \u2014 permanent and variable surcharges (G\/Q), tie-rods and nails, and the seismic action.<\/p>\n<\/div><\/div>\n\n<div class=\"et_pb_text_33 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>7 \u00b7 Checks &amp; results<\/strong> \u2014 external, internal course-by-course and Bishop global-stability results, each with its safety factor and pass\/fail.<\/p>\n<\/div><\/div>\n\n<div class=\"et_pb_text_34 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>8 \u00b7 Export<\/strong> \u2014 Word report, dimensioned section drawings and the reusable .gabbioni project.<\/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_35 et_pb_text et_pb_bg_layout_light et_pb_module et_flex_module\"><div class=\"et_pb_text_inner\"><h2>Inputs and outputs<\/h2>\n<\/div><\/div>\n\n<div class=\"et_pb_text_36 et_pb_text et_pb_bg_layout_light et_pb_module et_flex_module\"><div class=\"et_pb_text_inner\"><h3 style=\"color:#163838;font-size:24px;font-weight:700;margin:0 0 10px 0;\">What you enter<\/h3>\n<\/div><\/div>\n<div class=\"et_pb_text_37 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>Wall geometry<\/strong> \u2014 gabion rows and sizes, wall inclination \u03b1, alignment, foundation base, thickness and inclination \u03b2.<\/p>\n<\/div><\/div>\n\n<div class=\"et_pb_text_38 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>Mesh &amp; fill<\/strong> \u2014 mesh technology (DT\/ES) or a custom mesh, block\/fill unit weight.<\/p>\n<\/div><\/div>\n\n<div class=\"et_pb_text_39 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>Stratigraphy<\/strong> \u2014 layered soils with \u03b3, \u03c6, c and the water table.<\/p>\n<\/div><\/div>\n\n<div class=\"et_pb_text_40 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>Loads<\/strong> \u2014 permanent and variable surcharges, tie-rods and nails, and the seismic parameters.<\/p>\n<\/div><\/div>\n\n<div class=\"et_pb_text_41 et_pb_text et_pb_bg_layout_light et_pb_module et_flex_module\"><div class=\"et_pb_text_inner\"><h3 style=\"color:#163838;font-size:24px;font-weight:700;margin:0 0 10px 0;\">What you get<\/h3>\n<\/div><\/div>\n<div class=\"et_pb_text_42 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>Verifications<\/strong> \u2014 safety factors for overturning, sliding, bearing capacity, the internal course-by-course checks and Bishop global stability.<\/p>\n<\/div><\/div>\n\n<div class=\"et_pb_text_43 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>Internal stresses<\/strong> \u2014 the forces and resistances at each gabion course.<\/p>\n<\/div><\/div>\n\n<div class=\"et_pb_text_44 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>Drawings<\/strong> \u2014 a dimensioned section with the internal stress distribution.<\/p>\n<\/div><\/div>\n\n<div class=\"et_pb_text_45 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>Deliverables<\/strong> \u2014 a Word report and a reusable .gabbioni project, stored on your device.<\/p>\n<\/div><\/div>\n<\/div>\n<\/div>\n<\/div>\n\n<div class=\"et_pb_section_7 et_pb_section et_section_regular et_flex_section\">\n<div class=\"et_pb_row_7 et_pb_row et_flex_row\">\n<div class=\"et_pb_column_7 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_46 et_pb_text et_pb_bg_layout_light et_pb_module et_flex_module\"><div class=\"et_pb_text_inner\"><h2>Loads, reinforcement and seismic<\/h2>\n<\/div><\/div>\n\n<div class=\"et_pb_text_47 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>Surcharges<\/strong> \u2014 permanent (G) and variable (Q) surcharges on the backfill; enter the quasi-permanent value where the combination coefficient \u03a8\u2082 applies.<\/p>\n<\/div><\/div>\n\n<div class=\"et_pb_text_48 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>Tie-rods and nails<\/strong> \u2014 add active tie-rods or passive nails to raise the wall's resistance where the checks require it.<\/p>\n<\/div><\/div>\n\n<div class=\"et_pb_text_49 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 action<\/strong> \u2014 the Mononobe-Okabe increment driven by the horizontal and vertical seismic coefficients from the NTC 2018 site parameters.<\/p>\n<\/div><\/div>\n<\/div>\n<\/div>\n<\/div>\n\n<div class=\"et_pb_section_8 et_pb_section et_section_regular et_flex_section\">\n<div class=\"et_pb_row_8 et_pb_row et_flex_row\">\n<div class=\"et_pb_column_8 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_50 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_51 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 and structural engineers \u00b7 Consulting studios \u00b7 Site technicians. GDW NX is for anyone who designs or verifies gravity gabion retaining walls \u2014 for road embankments, river and channel works, landscape engineering and slope stabilisation \u2014 and wants a single web environment that goes from geometry and soil to a fully verified structure with traceable NTC 2018 output.<\/p>\n<\/div><\/div>\n<\/div>\n<\/div>\n<\/div>\n\n<div class=\"et_pb_section_9 et_pb_section et_section_regular et_flex_section\">\n<div class=\"et_pb_row_9 et_pb_row et_flex_row\">\n<div class=\"et_pb_column_9 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_52 et_pb_text et_pb_bg_layout_light et_pb_module et_flex_module\"><div class=\"et_pb_text_inner\"><h2>Why it's different<\/h2>\n<\/div><\/div>\n\n<div class=\"et_pb_text_53 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 \u2014 no installation, no hardware key, always up to date.<\/p>\n<\/div><\/div>\n\n<div class=\"et_pb_text_54 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;\">Both gabion typologies and both mesh technologies (DT and ES) in one place.<\/p>\n<\/div><\/div>\n\n<div class=\"et_pb_text_55 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;\">The full NTC 2018 check set \u2014 external, internal course-by-course and Bishop global stability \u2014 side by side.<\/p>\n<\/div><\/div>\n\n<div class=\"et_pb_text_56 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;\">Real-time section drawings that show the internal stresses as you design.<\/p>\n<\/div><\/div>\n\n<div class=\"et_pb_text_57 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;\">Your projects never leave your device \u2014 GDW NX stores nothing on its servers.<\/p>\n<\/div><\/div>\n\n<div class=\"et_pb_text_58 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;\">Traceable Word reports and reusable .gabbioni projects.<\/p>\n<\/div><\/div>\n<\/div>\n<\/div>\n<\/div>\n\n<div class=\"et_pb_section_10 et_pb_section et_section_regular et_flex_section\">\n<div class=\"et_pb_row_10 et_pb_row et_flex_row\">\n<div class=\"et_pb_column_10 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_59 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_60 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's the difference between double-twisted and electro-welded mesh?<\/strong><br \/>Double-twisted mesh (DT) is modelled with an internal friction angle of 45\u00b0 and an apparent cohesion; electro-welded mesh (ES) derives its friction angle from the mesh formula (about 26\u201332\u00b0) with no cohesion, so it gives a more conservative internal check.<\/p>\n<\/div><\/div>\n\n<div class=\"et_pb_text_61 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;\">Does GDW NX find the critical Bishop circle automatically?<\/strong><br \/>No. It evaluates one trial circle at a time, so you position and refine the critical slip surface yourself.<\/p>\n<\/div><\/div>\n\n<div class=\"et_pb_text_62 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 I use meshes from other manufacturers?<\/strong><br \/>Yes. Choose a listed mesh or select &quot;Custom&quot; and enter the specifications from the manufacturer's data sheet.<\/p>\n<\/div><\/div>\n\n<div class=\"et_pb_text_63 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 the foundation always required?<\/strong><br \/>No. Set its height to zero to omit it; the foundation inclination \u03b2 and the wall inclination \u03b1 are independent parameters.<\/p>\n<\/div><\/div>\n\n<div class=\"et_pb_text_64 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;\">Where are my projects stored?<\/strong><br \/>On your own device. GDW NX does not keep your projects on its servers; a recent project can be restored from the browser for a few days after you close it, and .gabbioni files are backward-compatible.<\/p>\n<\/div><\/div>\n\n<div class=\"et_pb_text_65 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 there a desktop version, and does it work on a tablet?<\/strong><br \/>GDW NX is web-only. You can view projects on a tablet, but a PC with a keyboard is recommended for editing.<\/p>\n<\/div><\/div>\n<\/div>\n<\/div>\n<\/div>\n\n<div class=\"et_pb_section_11 et_pb_section et_section_regular et_flex_section\">\n<div class=\"et_pb_row_11 et_pb_row et_flex_row\">\n<div class=\"et_pb_column_11 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_66 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 GDW NX?<\/h2>\n<\/div><\/div>\n\n<div class=\"et_pb_text_67 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 GDW 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":"","protected":false},"author":0,"featured_media":101186,"parent":101181,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"_ai_seo_pilot_schema_type":"auto","footnotes":""},"class_list":["post-101187","page","type-page","status-publish","has-post-thumbnail","hentry"],"_links":{"self":[{"href":"https:\/\/geostru.ai\/ro\/wp-json\/wp\/v2\/pages\/101187","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/geostru.ai\/ro\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/geostru.ai\/ro\/wp-json\/wp\/v2\/types\/page"}],"replies":[{"embeddable":true,"href":"https:\/\/geostru.ai\/ro\/wp-json\/wp\/v2\/comments?post=101187"}],"version-history":[{"count":2,"href":"https:\/\/geostru.ai\/ro\/wp-json\/wp\/v2\/pages\/101187\/revisions"}],"predecessor-version":[{"id":102098,"href":"https:\/\/geostru.ai\/ro\/wp-json\/wp\/v2\/pages\/101187\/revisions\/102098"}],"up":[{"embeddable":true,"href":"https:\/\/geostru.ai\/ro\/wp-json\/wp\/v2\/pages\/101181"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/geostru.ai\/ro\/wp-json\/wp\/v2\/media\/101186"}],"wp:attachment":[{"href":"https:\/\/geostru.ai\/ro\/wp-json\/wp\/v2\/media?parent=101187"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}