{"id":15887,"date":"2026-06-16T11:39:20","date_gmt":"2026-06-16T03:39:20","guid":{"rendered":"https:\/\/www.drillpipes.com\/how-to-choose-api-5dp-tuberia-de-perforacion-grados-for-deep-and-directional-pozos\/"},"modified":"2026-09-18T16:10:17","modified_gmt":"2026-09-18T08:10:17","slug":"how-to-choose-api-5dp-tuberia-de-perforacion-grados-for-deep-and-directional-pozos","status":"publish","type":"post","link":"https:\/\/www.drillpipes.com\/es\/how-to-choose-api-5dp-tuberia-de-perforacion-grados-for-deep-and-directional-pozos\/","title":{"rendered":"How to Choose API 5DP tuber\u00eda de perforaci\u00f3n grados for Deep and Directional pozos"},"content":{"rendered":"\n<p class=\"wp-block-paragraph\"><strong>API 5DP Drill Pipe Grade Selection<\/strong> for deep and directional wells requires two different review paths. Deep-well selection is governed mainly by buoyed drill string weight, maximum hook load, planned overpull and the tensile capacity of the upper string. Directional-well selection adds torque-drag, dogleg-related bending, rotation time and fatigue near the upset transition, tool joint and thread shoulder.<\/p>\n\n<p class=\"wp-block-paragraph\">The key decision is where <strong>X95 tuber\u00eda de perforaci\u00f3n, G105 tuber\u00eda de perforaci\u00f3n and S135 tuber\u00eda de perforaci\u00f3n<\/strong> fit within these load conditions. X95 remains relevant where directional load and par are controlled, G105 covers many deeper or higher-load sections, and S135 is reviewed when hook load, long lateral rotation or ERD loading exceeds the available G105 margin. tuber\u00eda size, espesor de pared, upset type, uni\u00f3n capacity, service condition and inspection records must support the same grado decision.<\/p>\n\n<h2 class=\"wp-block-heading\">Deep and Directional pozos Require DIFferent grado Logic<\/h2>\n\n<p class=\"wp-block-paragraph\">pozo profundos and directional pozos do not place the same demand on a sarta de perforaci\u00f3n. In a predominantly vertical pozo profundo, the upper joints carry the accumulated buoyed peso of the sarta de perforaci\u00f3n together with planned overpull. The first grado-selecci\u00f3n question is whether the selected tuber\u00eda body, espesor de pared and uni\u00f3n provide sufficient tensile margin.<\/p>\n\n<p class=\"wp-block-paragraph\">Directional pozos introduce a combined load path. A joint rotating through a build section or dogleg carries axial tension while also transmitting rotary par and passing through repeated bending cycles. In a long horizontal interval, par and arrastre accumulate over measured depth, while extended rotation iNCreases fatiga exposure near the upset transition, fricci\u00f3n weld, rosca shoulder and uni\u00f3n.<\/p>\n\n<figure class=\"wp-block-table\"><table class=\"has-fixed-layout\"><thead><tr><th class=\"has-text-align-center\" data-align=\"center\">Review Item<\/th><th class=\"has-text-align-center\" data-align=\"center\">pozo profundo<\/th><th class=\"has-text-align-left\" data-align=\"left\">Directional or Horizontal pozo<\/th><\/tr><\/thead><tbody><tr><td class=\"has-text-align-center\" data-align=\"center\">Primary load<\/td><td class=\"has-text-align-center\" data-align=\"center\">Axial tension and hook load<\/td><td class=\"has-text-align-left\" data-align=\"left\">Combined tension, par, arrastre and bending<\/td><\/tr><tr><td class=\"has-text-align-center\" data-align=\"center\">Main design input<\/td><td class=\"has-text-align-center\" data-align=\"center\">Buoyed string peso, overpull and tensile margin<\/td><td class=\"has-text-align-left\" data-align=\"left\">par-arrastre, dogleg severity and rotation time<\/td><\/tr><tr><td class=\"has-text-align-center\" data-align=\"center\">Main mechanical coNCern<\/td><td class=\"has-text-align-center\" data-align=\"center\">Insufficient upper-string tensile capacity<\/td><td class=\"has-text-align-left\" data-align=\"left\">Cyclic fatiga and uni\u00f3n-side stress<\/td><\/tr><tr><td class=\"has-text-align-center\" data-align=\"center\">Common grado range<\/td><td class=\"has-text-align-center\" data-align=\"center\">G105 \/ S135<\/td><td class=\"has-text-align-left\" data-align=\"left\">X95 \/ G105 \/ S135<\/td><\/tr><tr><td class=\"has-text-align-center\" data-align=\"center\">Additional review<\/td><td class=\"has-text-align-center\" data-align=\"center\">uni\u00f3n tensile capacity<\/td><td class=\"has-text-align-left\" data-align=\"left\">uni\u00f3n par, upset transition and shoulder contact<\/td><\/tr><\/tbody><\/table><\/figure>\n\n<figure class=\"wp-block-gallery has-nested-images columns-default is-cropped wp-block-gallery-1 is-layout-flex wp-block-gallery-is-layout-flex\">\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"1024\" height=\"768\" data-id=\"13598\" src=\"https:\/\/www.drillpipes.com\/wp-content\/uploads\/2026\/06\/how-to-choose-drill-pipe-grade-1024x768.jpg\" alt=\"\" class=\"wp-image-13598\" srcset=\"https:\/\/www.drillpipes.com\/wp-content\/uploads\/2026\/06\/how-to-choose-drill-pipe-grade-1024x768.jpg 1024w, https:\/\/www.drillpipes.com\/wp-content\/uploads\/2026\/06\/how-to-choose-drill-pipe-grade-300x225.jpg 300w, https:\/\/www.drillpipes.com\/wp-content\/uploads\/2026\/06\/how-to-choose-drill-pipe-grade.jpg 1448w\" sizes=\"auto, (max-width: 1024px) 100vw, 1024px\" \/><\/figure>\n<\/figure>\n\n<div data-wp-interactive=\"core\/file\" class=\"wp-block-file\"><object data-wp-bind--hidden=\"!state.hasPdfPreview\" hidden class=\"wp-block-file__embed\" data=\"https:\/\/www.drillpipes.com\/wp-content\/uploads\/2026\/06\/API-5DP-Drill-Pipe-Grade-Selection-Matrix-for-Deep-and-Directional-Wells.pdf\" type=\"application\/pdf\" style=\"width:100%;height:600px\" aria-label=\"Incrustado de API 5DP Drill Pipe Grade Selection Matrix for Deep and Directional Wells.\"><\/object><a id=\"wp-block-file--media-90eea798-faff-4a19-97ca-9665bba64d21\" href=\"https:\/\/www.drillpipes.com\/wp-content\/uploads\/2026\/06\/API-5DP-Drill-Pipe-Grade-Selection-Matrix-for-Deep-and-Directional-Wells.pdf\">API 5DP tuber\u00eda de perforaci\u00f3n grado selecci\u00f3n Matrix for Deep and Directional pozos<\/a><a href=\"https:\/\/www.drillpipes.com\/wp-content\/uploads\/2026\/06\/API-5DP-Drill-Pipe-Grade-Selection-Matrix-for-Deep-and-Directional-Wells.pdf\" class=\"wp-block-file__button wp-element-button\" download=\"\" aria-describedby=\"wp-block-file--media-90eea798-faff-4a19-97ca-9665bba64d21\">Download<\/a><\/div>\n\n<p class=\"wp-block-paragraph\">For pozo profundos, the grado boundary is set by buoyed string peso, maximum hook load, planned overpull and the remaining tensile capacity after wall-loss allowaNCe. Directional pozos require an additional review of par-arrastre, dogleg severity, rotation time and fatiga coNCentration at the upset transition and uni\u00f3n. G105 remains suitable where the combined tuber\u00eda-body and uni\u00f3n margins are adequate; S135 enters the review when higher hook load or long-lateral loading reduces those margins.<\/p>\n\n<h2 class=\"wp-block-heading\">API 5DP grado Strength Baseline<\/h2>\n\n<p class=\"wp-block-paragraph\">API 5DP grados are defined by specIFied yield and tensile limits for the tuber\u00eda de perforaci\u00f3n body. Minimum l\u00edmite el\u00e1stico marks the start of permanent deformation, the maximum yield limit controls grado consisteNCy, and minimum resisteNCia a la tracci\u00f3n verIFies the required resistaNCe before fracture. <a href=\"__PROTECTED_0__\">E75<\/a>, X95, G105 and S135 should therefore be reviewed as separate acceptaNCe windows and applied to the actual tuber\u00eda size, remaining wall section and operating load.<\/p>\n\n<figure class=\"wp-block-table\"><table class=\"has-fixed-layout\"><thead><tr><th class=\"has-text-align-center\" data-align=\"center\">API 5DP grado<\/th><th class=\"has-text-align-center\" data-align=\"center\">Minimum l\u00edmite el\u00e1stico<\/th><th class=\"has-text-align-center\" data-align=\"center\">Maximum l\u00edmite el\u00e1stico<\/th><th class=\"has-text-align-center\" data-align=\"center\">Minimum resisteNCia a la tracci\u00f3n<\/th><\/tr><\/thead><tbody><tr><td class=\"has-text-align-center\" data-align=\"center\"><strong>E75<\/strong><\/td><td class=\"has-text-align-center\" data-align=\"center\">75 ksi \/ 517 MPa<\/td><td class=\"has-text-align-center\" data-align=\"center\">105 ksi \/ 724 MPa<\/td><td class=\"has-text-align-center\" data-align=\"center\">100 ksi \/ 689 MPa<\/td><\/tr><tr><td class=\"has-text-align-center\" data-align=\"center\"><strong>X95<\/strong><\/td><td class=\"has-text-align-center\" data-align=\"center\">95 ksi \/ 655 MPa<\/td><td class=\"has-text-align-center\" data-align=\"center\">125 ksi \/ 862 MPa<\/td><td class=\"has-text-align-center\" data-align=\"center\">105 ksi \/ 724 MPa<\/td><\/tr><tr><td class=\"has-text-align-center\" data-align=\"center\"><strong>G105<\/strong><\/td><td class=\"has-text-align-center\" data-align=\"center\">105 ksi \/ 724 MPa<\/td><td class=\"has-text-align-center\" data-align=\"center\">135 ksi \/ 931 MPa<\/td><td class=\"has-text-align-center\" data-align=\"center\">115 ksi \/ 793 MPa<\/td><\/tr><tr><td class=\"has-text-align-center\" data-align=\"center\"><strong>S135<\/strong><\/td><td class=\"has-text-align-center\" data-align=\"center\">135 ksi \/ 931 MPa<\/td><td class=\"has-text-align-center\" data-align=\"center\">165 ksi \/ 1,138 MPa<\/td><td class=\"has-text-align-center\" data-align=\"center\">145 ksi \/ 1,000 MPa<\/td><\/tr><\/tbody><\/table><\/figure>\n\n<p class=\"wp-block-paragraph\">tuber\u00eda-body tensile capacity is governed by grado strength together with OD, espesor de pared and wall loss, so a worn or lighter-wall S135 joint can retain less usable tensile margin than a thicker-wall G105 joint. Actual dimensions and desgaste allowaNCe should be confirmed before the grado is matched to hook load and planned overpull.<\/p>\n\n<h2 class=\"wp-block-heading\">How to Choose a tuber\u00eda de perforaci\u00f3n grado for pozo profundos<\/h2>\n\n<p class=\"wp-block-paragraph\">selecci\u00f3n of <strong>API 5DP tuber\u00eda de perforaci\u00f3n grados for pozo profundos<\/strong> begins with upper-string axial load. Total vertical depth alone does not determine the grado. pozos with similar depth can require dIFferent tuber\u00eda de perforaci\u00f3n specIFications because of dIFereNCias in tuber\u00eda size, sarta de perforaci\u00f3n configuration, perforaci\u00f3n-fluid density, BHA peso and planned overpull.<\/p>\n\n<h3 class=\"wp-block-heading\">Calculate the Upper-String Load<\/h3>\n\n<p class=\"wp-block-paragraph\">The deep-pozo load review should iNClude:<\/p>\n\n<ul class=\"wp-block-list\">\n<li>buoyed sarta de perforaci\u00f3n peso<\/li>\n\n\n\n<li>maximum expected hook load<\/li>\n\n\n\n<li>planned overpull<\/li>\n\n\n\n<li>dynamic load allowaNCe<\/li>\n\n\n\n<li>BHA peso<\/li>\n\n\n\n<li>remaining tensile design margin<\/li>\n\n\n\n<li>expected wall loss or desgaste allowaNCe<\/li>\n<\/ul>\n\n<p class=\"wp-block-paragraph\">BuoyaNCy reduces the effective sarta de perforaci\u00f3n peso in fluid, but the upper joints still carry the accumulated load of the string below. Planned overpull also needs to be iNCluded because stuck-tuber\u00eda recovery places additional tension on the same upper section.<\/p>\n\n<h3 class=\"wp-block-heading\">Match the Load with tuber\u00eda-Body Capacity<\/h3>\n\n<p class=\"wp-block-paragraph\">tuber\u00eda-body tensile capacity is determined by grado strength, OD, espesor de pared and remaining metal area. A heavier-wall G105 joint can provide greater tensile capacity than a lighter-wall S135 joint of another size.<\/p>\n\n<p class=\"wp-block-paragraph\">The deep-pozo review should connect:<\/p>\n\n<ul class=\"wp-block-list\">\n<li>tuber\u00eda body OD<\/li>\n\n\n\n<li>actual espesor de pared<\/li>\n\n\n\n<li>nominal peso<\/li>\n\n\n\n<li>minimum l\u00edmite el\u00e1stico<\/li>\n\n\n\n<li>remaining wall after desgaste<\/li>\n\n\n\n<li>uni\u00f3n tensile capacity<\/li>\n\n\n\n<li>uni\u00f3n geometry<\/li>\n\n\n\n<li>current inspection condition<\/li>\n<\/ul>\n\n<figure class=\"wp-block-table\"><table class=\"has-fixed-layout\"><thead><tr><th class=\"has-text-align-center\" data-align=\"center\">Deep-pozo Input<\/th><th class=\"has-text-align-center\" data-align=\"center\">What It Controls<\/th><th class=\"has-text-align-center\" data-align=\"center\">Effect on grado Review<\/th><\/tr><\/thead><tbody><tr><td class=\"has-text-align-center\" data-align=\"center\">Buoyed string peso<\/td><td class=\"has-text-align-center\" data-align=\"center\">Static axial load<\/td><td class=\"has-text-align-center\" data-align=\"center\">Establishes the minimum tensile requirement<\/td><\/tr><tr><td class=\"has-text-align-center\" data-align=\"center\">Maximum hook load<\/td><td class=\"has-text-align-center\" data-align=\"center\">Upper-string loading<\/td><td class=\"has-text-align-center\" data-align=\"center\">Helps separate G105 and S135 review<\/td><\/tr><tr><td class=\"has-text-align-center\" data-align=\"center\">Planned overpull<\/td><td class=\"has-text-align-center\" data-align=\"center\">Stuck-tuber\u00eda recovery margin<\/td><td class=\"has-text-align-center\" data-align=\"center\">Reduces the remaining tensile margin<\/td><\/tr><tr><td class=\"has-text-align-center\" data-align=\"center\">OD and espesor de pared<\/td><td class=\"has-text-align-center\" data-align=\"center\">tuber\u00eda-body metal area<\/td><td class=\"has-text-align-center\" data-align=\"center\">Changes capacity within the same grado<\/td><\/tr><tr><td class=\"has-text-align-center\" data-align=\"center\">uni\u00f3n strength<\/td><td class=\"has-text-align-center\" data-align=\"center\">Assembly limit<\/td><td class=\"has-text-align-center\" data-align=\"center\">Can control before tuber\u00eda-body yield<\/td><\/tr><tr><td class=\"has-text-align-center\" data-align=\"center\">desgaste allowaNCe<\/td><td class=\"has-text-align-center\" data-align=\"center\">Remaining tuber\u00eda-body capacity<\/td><td class=\"has-text-align-center\" data-align=\"center\">Requires derating or closer inspection<\/td><\/tr><\/tbody><\/table><\/figure>\n\n<h3 class=\"wp-block-heading\">Deep-pozo grado Boundary<\/h3>\n\n<p class=\"wp-block-paragraph\"><strong><a href=\"https:\/\/www.octalsteel.com\/product\/x95-drill-pipe\/\"><mark style=\"background-color:rgba(0, 0, 0, 0)\" class=\"has-inline-color has-secondary-color\">X95 Drill Pipe<\/mark><\/a><\/strong><mark style=\"background-color:rgba(0, 0, 0, 0)\" class=\"has-inline-color has-secondary-color\"> <\/mark>is suitable where the calculated upper-string tension, planned overpull and remaining wall section stay within the X95 design margin. It is mainly reviewed for medium-depth or lower-load deep wells using controlled string weight and standard connection demand.<\/p>\n\n<p class=\"wp-block-paragraph\"><strong><a href=\"https:\/\/www.drillpipes.com\/es\/%d0%b1%d1%83%d1%80%d0%b8%d0%bb%d1%8c%d0%bd%d0%b0%d1%8f-%d1%82%d1%80%d1%83%d0%b1%d0%b0-g105\/\"><mark style=\"background-color:rgba(0, 0, 0, 0)\" class=\"has-inline-color has-secondary-color\">G105 Drill Pipe<\/mark><\/a><\/strong> is selected when X95 no longer provides enough tensile margin for the buoyed drill string weight and planned overpull. The review should include pipe-body cross-sectional area, remaining wall thickness, tool joint tensile capacity and the highest load carried by the upper string.<\/p>\n\n<p class=\"wp-block-paragraph\"><strong>S135 Drill Pipe<\/strong> is reviewed when the combined hook load, overpull allowance and string weight approach the usable G105 capacity. Its higher pipe-body strength must be matched by the tool joint, shoulder contact, thread condition and upset-transition fatigue margin.<\/p>\n\n<p class=\"wp-block-paragraph\">The <a href=\"__PROTECTED_0__\">G105\u2013S135 boundary<\/a> is therefore defined by calculated load and remaining section capacity, not by measured depth alone. grado selecci\u00f3n should be based on the actual string configuration, espesor de pared, desgaste allowaNCe and uni\u00f3n limit.<\/p>\n\n<div data-wp-interactive=\"core\/file\" class=\"wp-block-file\"><object data-wp-bind--hidden=\"!state.hasPdfPreview\" hidden class=\"wp-block-file__embed\" data=\"https:\/\/www.drillpipes.com\/wp-content\/uploads\/2026\/06\/Deep-Well-Drill-Pipe-Grade-Selection-and-Upper-String-Load-Review.pdf\" type=\"application\/pdf\" style=\"width:100%;height:600px\" aria-label=\"Incrustado de Deep-Well Drill Pipe Grade Selection and Upper-String Load Review.\"><\/object><a id=\"wp-block-file--media-bf196add-95de-41d8-8925-f132770d5ee4\" href=\"https:\/\/www.drillpipes.com\/wp-content\/uploads\/2026\/06\/Deep-Well-Drill-Pipe-Grade-Selection-and-Upper-String-Load-Review.pdf\">Deep-pozo tuber\u00eda de perforaci\u00f3n grado selecci\u00f3n and Upper-String Load Review<\/a><a href=\"https:\/\/www.drillpipes.com\/wp-content\/uploads\/2026\/06\/Deep-Well-Drill-Pipe-Grade-Selection-and-Upper-String-Load-Review.pdf\" class=\"wp-block-file__button wp-element-button\" download=\"\" aria-describedby=\"wp-block-file--media-bf196add-95de-41d8-8925-f132770d5ee4\">Download<\/a><\/div>\n\n<h2 class=\"wp-block-heading\">How to Choose a tuber\u00eda de perforaci\u00f3n grado for Directional pozos<\/h2>\n\n<p class=\"wp-block-paragraph\">Selecting a <strong>tuber\u00eda de perforaci\u00f3n grado for perforaci\u00f3n direccional<\/strong> requires the load path to be reviewed by pozo section. Total measured depth alone does not represent tuber\u00eda de perforaci\u00f3n demand: the vertical section is dominated by axial tension, build and drop sections introduce repeated bending, and the hold or horizontal section combines par, arrastre, pozo contact and cumulative fatiga.<\/p>\n\n<h3 class=\"wp-block-heading\">Load Path by pozo Section<\/h3>\n\n<figure class=\"wp-block-table\"><table class=\"has-fixed-layout\"><thead><tr><th class=\"has-text-align-center\" data-align=\"center\">pozo Section<\/th><th class=\"has-text-align-center\" data-align=\"center\">Dominant Load<\/th><th>Main Review<\/th><\/tr><\/thead><tbody><tr><td class=\"has-text-align-center\" data-align=\"center\">Vertical section<\/td><td class=\"has-text-align-center\" data-align=\"center\">Axial tension and hook load<\/td><td>Buoyed string peso, overpull margin and tuber\u00eda-body tensile capacity<\/td><\/tr><tr><td class=\"has-text-align-center\" data-align=\"center\">Build \/ drop section<\/td><td class=\"has-text-align-center\" data-align=\"center\">Tension plus repeated bending<\/td><td>Dogleg severity, build rate, rotation time and upset-transition fatiga<\/td><\/tr><tr><td class=\"has-text-align-center\" data-align=\"center\">Hold section<\/td><td class=\"has-text-align-center\" data-align=\"center\">Combined tension, par and arrastre<\/td><td>Pick-up \/ slack-off load, rotary par and uni\u00f3n capacity<\/td><\/tr><tr><td class=\"has-text-align-center\" data-align=\"center\">Horizontal lateral<\/td><td class=\"has-text-align-center\" data-align=\"center\">Sustained arrastre, contact and cumulative rotation<\/td><td>par accumulation, desgaste, fatiga exposure and uni\u00f3n condition<\/td><\/tr><\/tbody><\/table><\/figure>\n\n<figure class=\"wp-block-gallery has-nested-images columns-default is-cropped wp-block-gallery-2 is-layout-flex wp-block-gallery-is-layout-flex\">\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"1024\" height=\"768\" data-id=\"13602\" src=\"https:\/\/www.drillpipes.com\/wp-content\/uploads\/2026\/06\/drill-pipe-grade-for-directional-drilling-1024x768.jpg\" alt=\"\" class=\"wp-image-13602\" srcset=\"https:\/\/www.drillpipes.com\/wp-content\/uploads\/2026\/06\/drill-pipe-grade-for-directional-drilling-1024x768.jpg 1024w, https:\/\/www.drillpipes.com\/wp-content\/uploads\/2026\/06\/drill-pipe-grade-for-directional-drilling-300x225.jpg 300w, https:\/\/www.drillpipes.com\/wp-content\/uploads\/2026\/06\/drill-pipe-grade-for-directional-drilling.jpg 1448w\" sizes=\"auto, (max-width: 1024px) 100vw, 1024px\" \/><\/figure>\n<\/figure>\n\n<p class=\"wp-block-paragraph\">The grado review should follow the most severe section of the trajectory. A tuber\u00eda that has enough tensile margin in the vertical section can still be limited by bending fatiga in the build section or by uni\u00f3n par in the lateral interval.<\/p>\n\n<h3 class=\"wp-block-heading\">par, Dogleg and fatiga Review<\/h3>\n\n<p class=\"wp-block-paragraph\">par-arrastre analysis should coMPare <strong>pick-up load, slack-off load, rotating load, sliding load and maximum rotary par<\/strong> with the tuber\u00eda-body and uni\u00f3n limits. uni\u00f3n geometry, shoulder contact, rosca condition and make-up par determine the uni\u00f3n-side capacity; iNCreasing the tuber\u00eda-body grado does not iNCrease these limits automatically.<\/p>\n\n<p class=\"wp-block-paragraph\">Dogleg severity and rotation time determine the number and intensity of bending cycles. fatiga demand coNCentrates near:<\/p>\n\n<ul class=\"wp-block-list\">\n<li>the tuber\u00eda-body-to-upset transition<\/li>\n\n\n\n<li>the fricci\u00f3n-weld area<\/li>\n\n\n\n<li>the uni\u00f3n transition<\/li>\n\n\n\n<li>the rosca root<\/li>\n\n\n\n<li>the shoulder contact area<\/li>\n<\/ul>\n\n<p class=\"wp-block-paragraph\">Long laterals add sustained pozo contact, accumulated par-arrastre, abrasive desgaste and repeated rotation. These conditions require fatiga and uni\u00f3n review even when the calculated axial stress remains below the tuber\u00eda-body yield limit.<\/p>\n\n<h3 class=\"wp-block-heading\">Directional-pozo grado Boundary<\/h3>\n\n<figure class=\"wp-block-table\"><table class=\"has-fixed-layout\"><thead><tr><th>Directional-pozo Condition<\/th><th>Main Control Point<\/th><th class=\"has-text-align-center\" data-align=\"center\">Common grado Review<\/th><\/tr><\/thead><tbody><tr><td>Short directional section with moderate dogleg<\/td><td>Tensile margin and standard uni\u00f3n condition<\/td><td class=\"has-text-align-center\" data-align=\"center\">X95 \/ G105<\/td><\/tr><tr><td>Higher par with controlled bending exposure<\/td><td>uni\u00f3n par capacity and shoulder contact<\/td><td class=\"has-text-align-center\" data-align=\"center\">G105<\/td><\/tr><tr><td>Long horizontal section<\/td><td>par-arrastre, rotation time and cumulative fatiga<\/td><td class=\"has-text-align-center\" data-align=\"center\">G105 \/ S135<\/td><\/tr><tr><td>Severe dogleg or high build rate<\/td><td>Upset-transition and uni\u00f3n-side fatiga<\/td><td class=\"has-text-align-center\" data-align=\"center\">grado plus detailed fatiga review<\/td><\/tr><tr><td>ERD profile<\/td><td>Combined tension, par, arrastre and uni\u00f3n loading<\/td><td class=\"has-text-align-center\" data-align=\"center\">S135 or <a href=\"__PROTECTED_0__\">material especial route<\/a><\/td><\/tr><tr><td>Restricted bore or tool passage<\/td><td>uni\u00f3n ID, upset type and drIFt diametro<\/td><td class=\"has-text-align-center\" data-align=\"center\">grado plus dimensional review<\/td><\/tr><\/tbody><\/table><\/figure>\n\n<p class=\"wp-block-paragraph\"><strong>X95 Drill Pipe<\/strong> remains suitable for controlled directional sections where tensile load, rotary torque and dogleg exposure remain within its verified margin. <strong>G105 Drill Pipe for directional drilling<\/strong> is commonly reviewed when combined tension and torque increase but fatigue and connection demand remain controlled. <strong>S135 Drill Pipe<\/strong> enters the review when long lateral rotation, ERD torque-drag or severe bending reduces the remaining G105 margin.<\/p>\n\n<p class=\"wp-block-paragraph\">The final selecci\u00f3n should confirm that the tuber\u00eda body, upset transition, uni\u00f3n and uni\u00f3n support the same load path. A higher grado does not correct insufficient uni\u00f3n par, restricted internal clearaNCe or fatiga-sensitive geometry.<\/p>\n\n<div data-wp-interactive=\"core\/file\" class=\"wp-block-file\"><object data-wp-bind--hidden=\"!state.hasPdfPreview\" hidden class=\"wp-block-file__embed\" data=\"https:\/\/www.drillpipes.com\/wp-content\/uploads\/2026\/06\/Directional-Well-Drill-Pipe-Grade-Selection-by-Torque-Dogleg-and-Fatigue.pdf\" type=\"application\/pdf\" style=\"width:100%;height:600px\" aria-label=\"Incrustado de Directional Well Drill Pipe Grade Selection by Torque, Dogleg and Fatigue.\"><\/object><a id=\"wp-block-file--media-f2195319-0ba7-45b1-94d5-202657bb91e5\" href=\"https:\/\/www.drillpipes.com\/wp-content\/uploads\/2026\/06\/Directional-Well-Drill-Pipe-Grade-Selection-by-Torque-Dogleg-and-Fatigue.pdf\">Directional pozo tuber\u00eda de perforaci\u00f3n grado selecci\u00f3n by par, Dogleg and fatiga<\/a><a href=\"https:\/\/www.drillpipes.com\/wp-content\/uploads\/2026\/06\/Directional-Well-Drill-Pipe-Grade-Selection-by-Torque-Dogleg-and-Fatigue.pdf\" class=\"wp-block-file__button wp-element-button\" download=\"\" aria-describedby=\"wp-block-file--media-f2195319-0ba7-45b1-94d5-202657bb91e5\">Download<\/a><\/div>\n\n<h2 class=\"wp-block-heading\">G105 vs S135 for Deep and Directional pozos<\/h2>\n\n<p class=\"wp-block-paragraph\">The dIFereNCia entre G105 and S135 extends beyond the 30 ksi iNCrease in minimum l\u00edmite el\u00e1stico. The selecci\u00f3n boundary depends on where the first mechanical limit occurs in the sarta de perforaci\u00f3n.<\/p>\n\n<figure class=\"wp-block-table\"><table class=\"has-fixed-layout\"><thead><tr><th class=\"has-text-align-center\" data-align=\"center\">selecci\u00f3n Factor<\/th><th>G105 Review Basis<\/th><th>S135 Review Basis<\/th><\/tr><\/thead><tbody><tr><td class=\"has-text-align-center\" data-align=\"center\">Hook load<\/td><td>G105 retains adequate calculated tensile margin<\/td><td>Hook load approaches the reviewed G105 margin<\/td><\/tr><tr><td class=\"has-text-align-center\" data-align=\"center\">Deep-pozo profile<\/td><td>Higher axial load with controlled uni\u00f3n demand<\/td><td>Higher string load or reduced G105 margin<\/td><\/tr><tr><td class=\"has-text-align-center\" data-align=\"center\">Directional profile<\/td><td>Controlled dogleg, par-arrastre and rotation exposure<\/td><td>Long lateral, ERD or stronger combined loading<\/td><\/tr><tr><td class=\"has-text-align-center\" data-align=\"center\">par<\/td><td>uni\u00f3n and shoulder remain within the reviewed range<\/td><td>Higher par requires matched uni\u00f3n and shoulder capacity<\/td><\/tr><tr><td class=\"has-text-align-center\" data-align=\"center\">fatiga<\/td><td>Rotation and bending exposure remain controlled<\/td><td>Long rotation or severe bending requires closer fatiga review<\/td><\/tr><tr><td class=\"has-text-align-center\" data-align=\"center\">Service condition<\/td><td>Standard environment without governing sour or low-temperature requirement<\/td><td>Strength review combined with hardness, toughness and service qualIFication<\/td><\/tr><tr><td class=\"has-text-align-center\" data-align=\"center\">Documentation<\/td><td>Standard mechanical test and inspection package<\/td><td>Closer review of hardness, iMPact, uni\u00f3n and traceability records<\/td><\/tr><\/tbody><\/table><\/figure>\n\n<p class=\"wp-block-paragraph\">For <strong>G105 vs S135 for pozo profundos<\/strong>, the main dividing point is the available tensile margin after string peso, hook load and planned overpull are iNCluded.<\/p>\n\n<p class=\"wp-block-paragraph\">For <strong>G105 vs S135 for directional pozos<\/strong>, the dividing point also iNCludes par-arrastre, dogleg severity, lateral length, rotation exposure and uni\u00f3n capacity.<\/p>\n\n<p class=\"wp-block-paragraph\"><strong><a href=\"https:\/\/www.drillpipes.com\/es\/%d0%b1%d1%83%d1%80%d0%b8%d0%bb%d1%8c%d0%bd%d0%b0%d1%8f-%d1%82%d1%80%d1%83%d0%b1%d0%b0-s135\/\">S135 Drill Pipe for ERD<\/a><\/strong> provides a higher pipe-body strength window, but ERD performance still depends on tool joint matching, connection torque, fatigue resistance and dimensional control. A stronger pipe body does not correct an undersized tool joint, damaged shoulder or fatigue-sensitive upset transition.<\/p>\n\n<h2 class=\"wp-block-heading\">When X95 tuber\u00eda de perforaci\u00f3n Is Still Enough<\/h2>\n\n<p class=\"wp-block-paragraph\"><strong><a href=\"https:\/\/www.drillpipes.com\/es\/tuberia-de-perforacion-x95\/\">X95 Drill Pipe<\/a><\/strong> remains suitable for medium-depth directional wells where build and hold sections are controlled, lateral length is limited, and calculated tensile, torque and overpull margins remain adequate. The review should also confirm that dogleg severity, cumulative rotation and connection demand remain within the standard operating range.<\/p>\n\n<p class=\"wp-block-paragraph\">Moving to G105 or S135 does not correct restrictions caused by uni\u00f3n desgaste, poor shoulder contact, limited internal clearaNCe or iNComplete inspection records. X95 should remain in the grado review when tuber\u00eda-body strength is not the controlling limit.<\/p>\n\n<h2 class=\"wp-block-heading\">grado selecci\u00f3n Must Match tuber\u00eda Design and uni\u00f3n Capacity<\/h2>\n\n<p class=\"wp-block-paragraph\">An <a href=\"__PROTECTED_0__\">API 5DP tuber\u00eda de perforaci\u00f3n<\/a> specIFication must match the tuber\u00eda-body grado with OD, espesor de pared, upset geometry, uni\u00f3n dimensions and uni\u00f3n capacity. OD and espesor de pared determine the tensile area, while the upset, uni\u00f3n, rosca and shoulder control internal clearaNCe and par transfer. A higher grado adds little value when one of these areas becomes the first mechanical limit.<\/p>\n\n<figure class=\"wp-block-table\"><table class=\"has-fixed-layout\"><thead><tr><th class=\"has-text-align-center\" data-align=\"center\">Review Area<\/th><th>Why It Matters<\/th><\/tr><\/thead><tbody><tr><td class=\"has-text-align-center\" data-align=\"center\">OD, espesor de pared and nominal peso<\/td><td>Control tensile area, string peso, hook load and internal clearaNCe<\/td><\/tr><tr><td class=\"has-text-align-center\" data-align=\"center\"><a href=\"https:\/\/www.drillpipes.com\/es\/ieu-eu-e-iu-tuberia-de-perforacion-que-cambia-el-tipo-de-ensanchado\/\">IU \/ EU \/ IEU upset<\/a><\/td><td>Change end geometry, local bore and fatiga-sensitive transition shape<\/td><\/tr><tr><td class=\"has-text-align-center\" data-align=\"center\">uni\u00f3n OD \/ ID<\/td><td>Control uni\u00f3n strength, external clearaNCe, bore area and tool passage<\/td><\/tr><tr><td class=\"has-text-align-center\" data-align=\"center\">DrIFt diametro<\/td><td>Confirms internal passage through the completed assembly<\/td><\/tr><tr><td class=\"has-text-align-center\" data-align=\"center\">uni\u00f3n type and make-up par<\/td><td>Define rosca engagement, par transfer and operating limit<\/td><\/tr><tr><td class=\"has-text-align-center\" data-align=\"center\">Shoulder contact<\/td><td>Transfers compressive and torsional load across the uni\u00f3n<\/td><\/tr><tr><td class=\"has-text-align-center\" data-align=\"center\">Weld and transition areas<\/td><td>Require inspection because geometry changes coNCentrate cyclic stress<\/td><\/tr><tr><td class=\"has-text-align-center\" data-align=\"center\">rosca and gauge condition<\/td><td>Confirm uni\u00f3n geometry and make-up coMPatibility<\/td><\/tr><\/tbody><\/table><\/figure>\n\n<p class=\"wp-block-paragraph\">For G105 and S135, the first mechanical limit can move from the tuber\u00eda body to the upset transition, fricci\u00f3n weld, uni\u00f3n or rosca shoulder. A higher tuber\u00eda-body grado adds little value when uni\u00f3n par, internal clearaNCe or fatiga-sensitive geometry does not support the same load case.<\/p>\n\n<p class=\"wp-block-paragraph\">An S135 tuber\u00eda body does not create an S135-level sarta de perforaci\u00f3n when the uni\u00f3n or uni\u00f3n controls the operating limit. tuber\u00eda-body tensile capacity and uni\u00f3n par capacity must be reviewed as separate but connected parts of the same load path.<\/p>\n\n<h2 class=\"wp-block-heading\">grado selecci\u00f3n Must Match tuber\u00eda Design and uni\u00f3n Capacity<\/h2>\n\n<p class=\"wp-block-paragraph\">tuber\u00eda-body grado cannot be reviewed separately from OD, espesor de pared, upset geometry, uni\u00f3n dimensions and uni\u00f3n capacity. These items determine the metal area carrying tensile load, the internal clearaNCe through the upset and uni\u00f3n, and the way par and bending load transfer through the complete assembly.<\/p>\n\n<figure class=\"wp-block-table\"><table class=\"has-fixed-layout\"><thead><tr><th class=\"has-text-align-center\" data-align=\"center\">Review Area<\/th><th>Why It Matters<\/th><\/tr><\/thead><tbody><tr><td class=\"has-text-align-center\" data-align=\"center\">OD, espesor de pared and nominal peso<\/td><td>Control tensile area, string peso, hook load and internal clearaNCe<\/td><\/tr><tr><td class=\"has-text-align-center\" data-align=\"center\">IU \/ EU \/ IEU upset<\/td><td>Change end geometry, local bore and fatiga-sensitive transition shape<\/td><\/tr><tr><td class=\"has-text-align-center\" data-align=\"center\">uni\u00f3n OD \/ ID<\/td><td>Control uni\u00f3n strength, external clearaNCe, bore area and tool passage<\/td><\/tr><tr><td class=\"has-text-align-center\" data-align=\"center\">DrIFt diametro<\/td><td>Confirms internal passage through the completed assembly<\/td><\/tr><tr><td class=\"has-text-align-center\" data-align=\"center\">uni\u00f3n type and make-up par<\/td><td>Define rosca engagement, par transfer and operating limit<\/td><\/tr><tr><td class=\"has-text-align-center\" data-align=\"center\">Shoulder contact<\/td><td>Transfers compressive and torsional load across the uni\u00f3n<\/td><\/tr><tr><td class=\"has-text-align-center\" data-align=\"center\">Weld and transition areas<\/td><td>Require inspection because geometry changes coNCentrate cyclic stress<\/td><\/tr><tr><td class=\"has-text-align-center\" data-align=\"center\">rosca and gauge condition<\/td><td>Confirm uni\u00f3n geometry and make-up coMPatibility<\/td><\/tr><\/tbody><\/table><\/figure>\n\n<p class=\"wp-block-paragraph\">For G105 and S135, the first mechanical limit can move from the tuber\u00eda body to the upset transition, fricci\u00f3n weld, uni\u00f3n or rosca shoulder. A higher tuber\u00eda-body grado adds little value when uni\u00f3n par, internal clearaNCe or fatiga-sensitive geometry does not support the same load case.<\/p>\n\n<p class=\"wp-block-paragraph\">An S135 tuber\u00eda body does not create an S135-level sarta de perforaci\u00f3n when the uni\u00f3n or uni\u00f3n controls the operating limit. tuber\u00eda-body tensile capacity and uni\u00f3n par capacity must be reviewed as separate but connected parts of the same load path.<\/p>\n\n<h2 class=\"wp-block-heading\">API 5DP tuber\u00eda de perforaci\u00f3n grado selecci\u00f3n Summary<\/h2>\n\n<p class=\"wp-block-paragraph\">The selected <a href=\"__PROTECTED_0__\">API 5DP grado <\/a>is acceptable only when the controlling load, remaining tuber\u00eda-body margin, uni\u00f3n capacity and inspection records support the same sarta de perforaci\u00f3n configuration. Deep-pozo selecci\u00f3n focuses on hook load and overpull, while directional-pozo selecci\u00f3n also requires par-arrastre, dogleg fatiga and uni\u00f3n review.<\/p>\n\n<figure class=\"wp-block-table\"><table class=\"has-fixed-layout\"><thead><tr><th class=\"has-text-align-center\" data-align=\"center\">pozo Condition<\/th><th class=\"has-text-align-center\" data-align=\"center\">Initial grado Range<\/th><th>Governing Review<\/th><th>Final Confirmation<\/th><\/tr><\/thead><tbody><tr><td class=\"has-text-align-center\" data-align=\"center\">Medium-depth directional pozo<\/td><td class=\"has-text-align-center\" data-align=\"center\">X95 \/ G105<\/td><td>par, dogleg bending and tensile margin<\/td><td>uni\u00f3n capacity and uni\u00f3n condition<\/td><\/tr><tr><td class=\"has-text-align-center\" data-align=\"center\">pozo profundo<\/td><td class=\"has-text-align-center\" data-align=\"center\">G105 \/ S135<\/td><td>Buoyed string peso, hook load and planned overpull<\/td><td>Remaining wall section and uni\u00f3n tensile capacity<\/td><\/tr><tr><td class=\"has-text-align-center\" data-align=\"center\">Long horizontal pozo<\/td><td class=\"has-text-align-center\" data-align=\"center\">G105 \/ S135<\/td><td>par-arrastre, rotation time and cumulative fatiga<\/td><td>Upset transition, shoulder contact and rosca condition<\/td><\/tr><tr><td class=\"has-text-align-center\" data-align=\"center\">Severe dogleg section<\/td><td class=\"has-text-align-center\" data-align=\"center\">grado plus fatiga review<\/td><td>Build rate, curvature and repeated bending cycles<\/td><td>Transition-area NDT and uni\u00f3n inspection<\/td><\/tr><tr><td class=\"has-text-align-center\" data-align=\"center\">ERD pozo<\/td><td class=\"has-text-align-center\" data-align=\"center\">S135 or material especial route<\/td><td>Combined tension, par, arrastre and fatiga<\/td><td>tuber\u00eda body, uni\u00f3n and uni\u00f3n must support the same load path<\/td><\/tr><\/tbody><\/table><\/figure>\n\n<p class=\"wp-block-paragraph\">Deep-pozo selecci\u00f3n is governed mainly by axial tensile margin, while directional and ERD selecci\u00f3n requires additional control of par-arrastre, dogleg fatiga and uni\u00f3n-side loading. The selected grado should be supported by actual dimensions, load calculations and traceable inspection records.<\/p>\n\n<div class=\"wp-block-buttons is-content-justification-center is-layout-flex wp-container-core-buttons-is-layout-d61d70aa wp-block-buttons-is-layout-flex\">\n<div class=\"wp-block-button\"><a class=\"wp-block-button__link has-foreground-color has-secondary-background-color has-text-color has-background has-link-color wp-element-button\" href=\"https:\/\/www.drillpipes.com\/es\/contacto\/\">Free quotation<\/a><\/div>\n<\/div>\n\n<h2 class=\"wp-block-heading\">FAQ<\/h2>\n\n<details class=\"wp-block-details is-layout-flow wp-block-details-is-layout-flow\"><summary>F1:Which API 5DP tuber\u00eda de perforaci\u00f3n grado is normally selected for pozo profundos?<\/summary>\n<p class=\"wp-block-paragraph\">Q1:<strong>G105 tuber\u00eda de perforaci\u00f3n<\/strong> is commonly reviewed when the calculated upper-string tension and planned overpull exceed the practical range of X95. <strong>S135 tuber\u00eda de perforaci\u00f3n<\/strong> enters the review when buoyed string peso, hook load and overpull reduce the remaining G105 margin. OD, espesor de pared, desgaste allowaNCe and uni\u00f3n tensile capacity must be fixed before the two grados are coMPared.<\/p>\n<\/details>\n\n<details class=\"wp-block-details is-layout-flow wp-block-details-is-layout-flow\"><summary>F2:Is G105 or S135 better for directional and horizontal pozos?<\/summary>\n<p class=\"wp-block-paragraph\">Q2:G105 is suitable where par-arrastre, dogleg bending and cumulative rotation remain within the verIFied tuber\u00eda-body and uni\u00f3n margins. S135 is reviewed for longer laterals, ERD profiles or higher combined loading that reduces the available G105 margin. The higher grado still requires matching uni\u00f3n, shoulder and rosca capacity.<\/p>\n<\/details>\n\n<details class=\"wp-block-details is-layout-flow wp-block-details-is-layout-flow\"><summary>F3:Can S135 tuber\u00eda de perforaci\u00f3n solve high par or severe dogleg conditions by itself?<\/summary>\n<p class=\"wp-block-paragraph\">Q3:No. S135 iNCreases tuber\u00eda-body resisteNCia a la tracci\u00f3n, but it does not automatically iNCrease uni\u00f3n par capacity or remove fatiga coNCentration at the upset transition, weld area and rosca shoulder. High-par or severe-dogleg service requires separate review of make-up par, shoulder contact, uni\u00f3n dimensions, rotation time and transition-area fatiga.<\/p>\n<\/details>\n\n<details class=\"wp-block-details is-layout-flow wp-block-details-is-layout-flow\"><summary>F4:What records should support API 5DP tuber\u00eda de perforaci\u00f3n grado selecci\u00f3n?<\/summary>\n<p class=\"wp-block-paragraph\">Q4:The grado should be supported by a traceable chain of <strong>tuber\u00eda marking, heat number, MTC, tensile test, Charpy or hardness records where required, NDT, dimensional inspection, uni\u00f3n and rosca inspection, and final release records<\/strong>. These documents confirm that the selected grado, remaining wall section and uni\u00f3n refer to the same delivered tuber\u00eda de perforaci\u00f3n.<\/p>\n<\/details>\n\n<figure class=\"wp-block-gallery has-nested-images columns-default is-cropped wp-block-gallery-3 is-layout-flex wp-block-gallery-is-layout-flex\">\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"1024\" height=\"410\" data-id=\"12635\" src=\"https:\/\/www.drillpipes.com\/wp-content\/uploads\/2026\/05\/OCTAL-Certifications-1024x410.png\" alt=\"\" class=\"wp-image-12635\" srcset=\"https:\/\/www.drillpipes.com\/wp-content\/uploads\/2026\/05\/OCTAL-Certifications-1024x410.png 1024w, https:\/\/www.drillpipes.com\/wp-content\/uploads\/2026\/05\/OCTAL-Certifications-300x120.png 300w, https:\/\/www.drillpipes.com\/wp-content\/uploads\/2026\/05\/OCTAL-Certifications-2000x800.png 2000w\" sizes=\"auto, (max-width: 1024px) 100vw, 1024px\" \/><\/figure>\n<\/figure>\n","protected":false},"excerpt":{"rendered":"<p>API 5DP Drill Pipe Grade Selection for deep and directional wells requires two different review paths. Deep-well selection is governed mainly by buoyed drill string weight, maximum hook load, planned overpull and the tensile capacity of the upper string. Directional-well selection adds torque-drag, dogleg-related bending, rotation time and fatigue near the upset transition, tool joint &hellip; <\/p>\n<p class=\"link-more\"><a href=\"https:\/\/www.drillpipes.com\/es\/how-to-choose-api-5dp-tuberia-de-perforacion-grados-for-deep-and-directional-pozos\/\" class=\"more-link\">Leer m\u00e1s<span class=\"screen-reader-text\"> \u00abHow to Choose API 5DP tuber\u00eda de perforaci\u00f3n grados for Deep and Directional pozos\u00bb<\/span><\/a><\/p>\n","protected":false},"author":2,"featured_media":15891,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"_eb_attr":"","footnotes":""},"categories":[104],"tags":[],"class_list":["post-15887","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-blog"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v27.1.1 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>How to Choose API 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