{"id":4696,"date":"2025-11-04T09:24:30","date_gmt":"2025-11-04T09:24:30","guid":{"rendered":"https:\/\/eurohinca.com\/?p=4696"},"modified":"2025-11-04T09:26:30","modified_gmt":"2025-11-04T09:26:30","slug":"what-shaft-and-slope-tolerances-are-realistic-in-pipe-ramming-for-length-and-diameter","status":"publish","type":"post","link":"https:\/\/eurohinca.com\/en\/que-tolerancias-de-eje-y-pendiente-son-realistas-en-hinca-de-tuberia-por-longitud-y-diametro\/","title":{"rendered":"What are realistic shaft and slope tolerances in pipe jacking by length and diameter?"},"content":{"rendered":"<div data-elementor-type=\"wp-post\" data-elementor-id=\"4696\" class=\"elementor elementor-4696\" data-elementor-post-type=\"post\">\n\t\t\t\t<div class=\"elementor-element elementor-element-d6327ef e-flex e-con-boxed e-con e-parent\" data-id=\"d6327ef\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-0d3dfe2 elementor-widget elementor-widget-text-editor\" data-id=\"0d3dfe2\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p data-start=\"232\" data-end=\"570\"><strong data-start=\"232\" data-end=\"245\">Coming soon:<\/strong><br data-start=\"245\" data-end=\"248\" \/>Tolerances in <strong data-start=\"267\" data-end=\"348\"><a class=\"decorated-link\" href=\"https:\/\/eurohinca.com\/en\/pipe-jacking-2\/\" target=\"_new\" rel=\"noopener\" data-start=\"269\" data-end=\"346\">pipe jacking (microtunneling)<\/a><\/strong> are expressed as <strong data-start=\"366\" data-end=\"392\">shaft deflection (mm)<\/strong> y <strong data-start=\"395\" data-end=\"419\">slope (mm\/m or \u2030)<\/strong>. A larger <strong data-start=\"429\" data-end=\"434\">L<\/strong> and smaller <strong data-start=\"443\" data-end=\"449\">DN<\/strong>, The more difficult it is to maintain strict values, the more difficult it is to maintain strict values. <strong data-start=\"497\" data-end=\"510\">geotechnics<\/strong> and the <strong data-start=\"516\" data-end=\"534\">water table<\/strong> condition the design and control.<\/p><h4 data-start=\"572\" data-end=\"600\">Useful thumb rulers<\/h4><ul data-start=\"601\" data-end=\"851\"><li data-start=\"601\" data-end=\"682\"><p data-start=\"603\" data-end=\"682\"><strong data-start=\"603\" data-end=\"631\">DN 400-800 - L 50-150 m:<\/strong> axis <strong data-start=\"636\" data-end=\"649\">\u00b130-50 mm<\/strong> - pending <strong data-start=\"662\" data-end=\"679\">\u00b11.5-2.5 mm\/m<\/strong>.<\/p><\/li><li data-start=\"683\" data-end=\"765\"><p data-start=\"685\" data-end=\"765\"><strong data-start=\"685\" data-end=\"714\">DN 800-1600 - L 80-250 m:<\/strong> axis <strong data-start=\"719\" data-end=\"732\">\u00b120-40 mm<\/strong> - pending <strong data-start=\"745\" data-end=\"762\">\u00b11.0-2.0 mm\/m<\/strong>.<\/p><\/li><li data-start=\"766\" data-end=\"851\"><p data-start=\"768\" data-end=\"851\"><strong data-start=\"768\" data-end=\"800\">DN 1600-3000+ - L 100-300 m:<\/strong> axis <strong data-start=\"805\" data-end=\"818\">\u00b115-30 mm<\/strong> - pending <strong data-start=\"831\" data-end=\"848\">\u00b10.5-1.5 mm\/m<\/strong>.<\/p><\/li><\/ul><blockquote data-start=\"852\" data-end=\"948\"><p data-start=\"854\" data-end=\"948\">Adjust according to <strong data-start=\"868\" data-end=\"876\">Rmin<\/strong>, The following information is available: soil type, soil type, NF, pipe material, guidance system and sheeting.<\/p><\/blockquote><h4 data-start=\"950\" data-end=\"980\">What moves the needle the most<\/h4><ul data-start=\"981\" data-end=\"1392\"><li data-start=\"981\" data-end=\"1080\"><p data-start=\"983\" data-end=\"1080\"><strong data-start=\"983\" data-end=\"1004\">Control and guidance:<\/strong> laser\/gyroscope with landmark recalibrations and stable topographic network.<\/p><\/li><li data-start=\"1081\" data-end=\"1189\"><p data-start=\"1083\" data-end=\"1189\"><strong data-start=\"1083\" data-end=\"1116\">Front pressure and rheology:<\/strong> maintaining the soil-water balance; <strong data-start=\"1152\" data-end=\"1177\">lubrication\/injection<\/strong> uniform.<\/p><\/li><li data-start=\"1190\" data-end=\"1277\"><p data-start=\"1192\" data-end=\"1277\"><strong data-start=\"1192\" data-end=\"1220\">Correction capacity:<\/strong> joint\/ring and pause protocols for corrections.<\/p><\/li><li data-start=\"1278\" data-end=\"1392\"><p data-start=\"1280\" data-end=\"1392\"><strong data-start=\"1280\" data-end=\"1305\">Real-time QA\/QC:<\/strong> records of thrust, torque, pressure, and injection volume, with <strong data-start=\"1369\" data-end=\"1381\">as-built<\/strong> per tranche.<\/p><\/li><\/ul><h4 data-start=\"1394\" data-end=\"1440\">Three typical scenarios (realistic goals)<\/h4><ol data-start=\"1441\" data-end=\"1787\"><li data-start=\"1441\" data-end=\"1558\"><p data-start=\"1444\" data-end=\"1558\"><strong data-start=\"1444\" data-end=\"1507\">Gravity sewer (DN 1200, L 180 m, saturated sands):<\/strong> axis <strong data-start=\"1512\" data-end=\"1525\">\u00b125-35 mm<\/strong> - pending <strong data-start=\"1538\" data-end=\"1555\">\u00b11.0-1.5 mm\/m<\/strong>.<\/p><\/li><li data-start=\"1559\" data-end=\"1679\"><p data-start=\"1562\" data-end=\"1679\"><strong data-start=\"1562\" data-end=\"1628\">Crossing under infrastructure (DN 600, L 90 m, silt with gravel):<\/strong> axis <strong data-start=\"1633\" data-end=\"1646\">\u00b135-50 mm<\/strong> - pending <strong data-start=\"1659\" data-end=\"1676\">\u00b11.5-2.0 mm\/m<\/strong>.<\/p><\/li><li data-start=\"1680\" data-end=\"1787\"><p data-start=\"1683\" data-end=\"1787\"><strong data-start=\"1683\" data-end=\"1738\">Large DN in competent clays (DN 2200, L 240 m):<\/strong> axis <strong data-start=\"1743\" data-end=\"1756\">\u00b115-25 mm<\/strong> - pending <strong data-start=\"1769\" data-end=\"1786\">\u00b10.5-1.0 mm\/m<\/strong>.<\/p><\/li><\/ol><h4 data-start=\"1789\" data-end=\"1845\">What to ask the contractor (to validate tolerances)<\/h4><ul data-start=\"1846\" data-end=\"2211\"><li data-start=\"1846\" data-end=\"1934\"><p data-start=\"1848\" data-end=\"1934\">Plan of <strong data-start=\"1856\" data-end=\"1879\">topographical control<\/strong> y <strong data-start=\"1882\" data-end=\"1892\">guided<\/strong> (equipment, verification frequencies).<\/p><\/li><li data-start=\"1935\" data-end=\"2025\"><p data-start=\"1937\" data-end=\"2025\">Parameters of <strong data-start=\"1951\" data-end=\"1972\">chamber pressure<\/strong>, <strong data-start=\"1974\" data-end=\"1986\">rheology<\/strong> and plan for <strong data-start=\"1997\" data-end=\"2022\">lubrication\/injection<\/strong>.<\/p><\/li><li data-start=\"2026\" data-end=\"2128\"><p data-start=\"2028\" data-end=\"2128\"><strong data-start=\"2028\" data-end=\"2041\">Registrations<\/strong> per ring\/span and <strong data-start=\"2061\" data-end=\"2073\">as-built<\/strong>; acceptance criteria (watertightness\/validation).<\/p><\/li><li data-start=\"2129\" data-end=\"2211\"><p data-start=\"2131\" data-end=\"2211\"><strong data-start=\"2131\" data-end=\"2156\">Contingency plan<\/strong> (loss of ground, backflow) and alarm thresholds.<\/p><\/li><\/ul><p data-start=\"2213\" data-end=\"2411\"><strong data-start=\"2213\" data-end=\"2242\">Independent reference:<\/strong> standard <a href=\"https:\/\/ascelibrary.org\/\"><strong data-start=\"2252\" data-end=\"2323\">ASCE CI\/36-15 - Standard Construction Guidelines for Microtunneling<\/strong><\/a> (design and control criteria).<\/p><p data-start=\"2413\" data-end=\"2495\"><strong data-start=\"2413\" data-end=\"2432\">Next step:<\/strong> <a class=\"decorated-link\" href=\"https:\/\/eurohinca.com\/en\/request-offer\/\" target=\"_new\" rel=\"noopener\" data-start=\"2433\" data-end=\"2495\">Request a quotation<\/a><\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>","protected":false},"excerpt":{"rendered":"<p>En breve:Las tolerancias en hinca de tuber\u00eda (microt\u00fanel) se expresan como desviaci\u00f3n de eje (mm) y pendiente (mm\/m o \u2030). A mayor L y menor DN, m\u00e1s dif\u00edcil es mantener valores estrictos; la geotecnia y el nivel fre\u00e1tico condicionan el dise\u00f1o y el control. Reglas de pulgar \u00fatiles DN 400\u2013800 \u00b7 L 50\u2013150 m: eje [&hellip;]<\/p>\n","protected":false},"author":80,"featured_media":0,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[146],"tags":[],"class_list":["post-4696","post","type-post","status-publish","format-standard","hentry","category-preguntas-frecuentes"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v27.8 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>Tolerancias de eje y pendiente en hinca de tuber\u00eda (DN y L)<\/title>\n<meta name=\"description\" content=\"Rangos orientativos de tolerancias en hinca de tuber\u00eda seg\u00fan di\u00e1metro (DN) y longitud (L). Factores geot\u00e9cnicos, control en obra y entregables de calidad.\" \/>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/eurohinca.com\/en\/what-shaft-and-slope-tolerances-are-realistic-in-pipe-ramming-for-length-and-diameter\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Tolerancias de eje y pendiente en hinca de tuber\u00eda (DN y L)\" \/>\n<meta property=\"og:description\" content=\"Rangos orientativos de tolerancias en hinca de tuber\u00eda seg\u00fan di\u00e1metro (DN) y longitud (L). 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