Api rp 2geo. Customer Support: 131 242. 00 API (American Petroleum Institute) New National Adoption BSR/API RP 2GEO-201x, Metocean Design and Operating Considerations - with Addenda (national adoption with modifications of ISO 19901-4:2003) This document contains requirements and recommendations for those aspects of geoscience and foundation engineering that are applicable to a Sep 30, 2017 · API RP 591-2014 Process Valve Qualification Procedure. API RP 14C API RP 2GEO-2014 岩土与基础设计规范 Sep 30, 2017 · API RP 591-2014 Process Valve Qualification Procedure. 4 Chapter 1 API Soil Models 1-1: Skin Friction (t-z) Curves For provisions pertaining to API Clay and API Sand Models, refer to G. 1: Summary of previous laboratory testing programs on model piles in clay under lateral loading Consolidated version incorporating Errata API RP 2GEO ADD 1 (2014-10) Original language English Pages 138. b) Only the maps in Figure B. Feb 2, 2017 · Note that there some differences in the p-y curves for soft clay between API RP2A (2002) and API RP 2GEO (2014). 6 %âãÏÓ 800 0 obj > endobj 807 0 obj >/Filter/FlateDecode/ID[456610C1161898478769669DFAF3519B>355D3FA7A06F0A49ABA186546B9B4642>]/Index[800 17]/Info 799 0 R Jan 1, 2011 · API RP 2GEO:2011/ADD 1:2014 Available format(s) Hardcopy , PDF Superseded date 10-06-2021. Over the years, post-hurricane observations of the platform performance in the GOM have shown that these standards tend to underestimate soil lateral stiffness and capacity. Clayton [email protected] Address: 46748 Colby Apr 1, 2011 · Description. Marine & Offshore Division . 1: Summary of previous laboratory testing programs on model piles in clay under lateral loading May 4, 2020 · Abstract. This addendum provides additional guidance for the design of pile foundations and soil-structure interaction for risers, flowlines, and auxiliary subsea structures in deepwater developments. pdf" Your name. Generally, API standards are reviewed and • API RP 2GEO – Geotechnical and Foundation Design Considerations • API RP 2SIM – Structural Integrity Management of Fixed Offshore Structures • API RP 2L – Recommended Practice for Planning, Designing and Constructing Heliports for Fixed Offshore Platforms • API 2C – Specification for Offshore Pedestal-mounted Cranes Geotechnical and Foundation Design . Such aspects are. 2, G. Nov 11, 2014 · RP 2EQ, 1st Edition, Seismic Design Procedures and Criteria for Offshore Structures contains requirements for defining design procedures and criteria for earthquake-resistant fixed offshore structures. This document provides requirements and recommendations for geoscience and foundation engineering of offshore structures. 2: API ^soft clay _ normalized p-y curves for cyclic loading (API RP 2GEO, 2011) . API RP 5C8-2017. The following figure shows the different p-y curves under the short-term static loading for (1) p-y curve for soft clay based on API (2002), (2) p-y curve for soft clay based on API RP 2GEO (2014) and (3) Matlock Soft Clay. 1, 2021. the API RP 2GEO guideline). Ronald F. API RP 14C API RP 2GEO-2014 岩土与基础设计规范 Nov 1, 2014 · API RP 2GEO - Geotechnical and Foundation Design Considerations Published by API on April 1, 2011 This document contains requirements and recommendations for those aspects of geoscience and foundation engineering that are applicable to a broad range of offshore structures, rather than to a Download scientific diagram | Analytical Results (API RP 2GEO) from publication: ANALYSIS OF DESIGN METHODOLOGIES OF SUBSEA STRUCTURE FOUNDATIONS | | ResearchGate, the professional network for Jan 1, 2017 · OS-C101 (201 6), ISO 19901-4 (2016), API RP 2A-WSD (2014) and more recently, API RP 2GEO (2014), recommend e xpressions and methodologies t o calculate the bea ring capacity of Jan 1, 2021 · Annotation of standard text API RP 2GEO-ed. This document contains requirements and recommendations for those aspects of geoscience and foundation engineering that are applicable to a broad range of offshore structures, rather than to a particular structure type. S. Fixed offshore platform pile foundation design and assessment in the Gulf of Mexico (GOM) has been based on API RP 2A [1] and current (2014) API/ISO RP 2GEO 1st edition [2] recommendations. API RP 2A was due for a revision. Nov 29, 2022 · The ultimate capacity of piles in compression is determined by equations in API RP 2GEO as the sum of shaft friction and end bearing based on soil type, cohesive or cohesionless. These modifications from the ISO standard have been incorporated directly into the text and marked with a change bar in the margin. INDUSTRY. Customer Support: +44 (0)203 327 3140. This paper summarizes the updating of API RP 2A Recommended Practice for Planning, Designing and Constructing Fixed Offshore Platforms - Working Stress Design - API RP 2A-WSD 21st Edition with Supplements 1, 2, and 3, to a 22nd Edition. 136 pages Jan 4, 2021 · Buy API RP 2GEO:2001(R2021) Geotechnical and Foundation Design Considerations from Intertek Inform API RP 2GEO GEOTECHNICAL AND FOUNDATION DESIGN CONSIDERATIONS * SAME AS ISO 19901-4 * inactive Buy Now. API RP 2GEO Errata Free Download. History. national Aug 7, 2015 · Dear Mohamad, You already posted 2 of very useful offshore APIs. Describes requirements and recommendations for those aspects of geoscience and foundation engineering that are applicable to a broad range of offshore structures, rather than to a particular structure type. Care, Maintenance, and Inspection of Coiled Tubing API RECOMMENDED PRACTICE 5C8 FIRST EDITION, JANUARY 2017 Special N . Document Number. May 4, 2020 · Fixed offshore platform pile foundation design and assessment in the Gulf of Mexico (GOM) has been based on API RP 2A [1] and current (2014) API/ISO RP 2GEO 1st edition [2] recommendations. The only difference from API Clay RP2A (2000) model is that more controlling points are added to the piece-wise curves as shown in the figures below for both Report "api-rp-2geo-2011. Details. 星级： 30 页. General Product Information. The key differences are as follows. 3, and G. API’s formal process is accredited by the American National . Guidance Note NI 605 DT R00 E . organization for the oil and natural gas industry and has developed consensus standards since 1924. More details Print $67. Please continue to share all the series linked to API RP 2A, i. Date of Issue: October 2014 Affected Publication: API Recommended Practice 2 GEO/ISO 19901-4, Geotechnical and Foundation Design Considerations, 1st Edition, April 2011 ADDENDUM 1 Page 1, 1 Scope, replace the final bullet, and insert an additional bullet as follows: design of pile foundations, and soil-structure interaction for risers, flowlines, and May 3, 2010 · Abstract. 92571 Neuilly sur Seine Cedex – France Table 1. That 22nd Edition is planned to be the last edition of API RP 2A-WSD. 76-56%. API RP 2A-WSD, 21st Edition, Recommended Practice for Planning, Designing and Constructing Fixed Offshore Platforms — Working Stress Design Page 37, Table 4, Key, replace: yc equals 2. Other codes of practice such as the ISO standard strive to provide designs achieving a desired target reliability level in the form of the Load and Resistance Factor Design (LRFD RP 2A-WSD SPEC 2B SPEC 2C RP 2D RP 2EQ/ISO 19901-2:2004* SPEC 2F RP 2FB RP 2GEO/ISO 19901-4:2003 SPEC 2H BULL 2HINS BULL 91 RP T-1 RP T-2 RP T-4 RP T-6 RP T-7 SPEC Q1 SPEC Q2 RP 75 Planning and Conducting Surface Preparation and Coating Operations for Oil and Natural Gas Drilling and Production Facilities in a Marine Environment Feb 17, 2022 · Current API RP 2GEO guidelines recommend monotonic p-y curves that are based on the results of pushover testing performed on piles, and it is generally accepted that the recommended p-y curves underpredict lateral stiffness at modest displacement levels, which are the most relevant for conductor fatigue assessment. 2GEO e1 A1 - American Petroleum Institute. Description. 88 EUR VAT Jul 16, 2024 · API RP 2GEO: For more comprehensive guidance on geotechnical aspects of pile design, engineers can refer to API RP 2GEO, Recommended Practice for Geotechnical and Foundation Design Considerations. 5. Over . API-RP-2GEO. . Jan 4, 2021 · Buy API RP 2GEO:2001(R2021) Geotechnical and Foundation Design Considerations from Intertek Inform Customer Support: +1 416-401-8730 Login to i2i Subscription Intertek. 1 Volume Correction Factors. g. Quorum Software is the only distributor that is licensed by API to develop, market, and support the API MPMS Chapter 11. 402 92 4MB Read more Table 1. It also discusses the effects of seismic events on floating and partially buoyant structures. 1 Code (Temperature and Pressure Volume Correction Factors for Generalized Crude Oils, Refined Products, Special Applications, and Lubricating Oils). 202. Current. 17 Table 1. 18 Table 3. May 3, 2010 · The American Petroleum Institute (API), through the sub-committee on offshore structures, Sub-Committee 2 (SC2) and its Resource Group 7 (RG7) on geotechnical engineering, will soon publish a new recommended practice (RP) on geotechnical engineering, entitled RP 2GEO. Standards Referenced By This Book. Apr 1, 2011 · This document contains requirements and recommendations for those aspects of geoscience and foundation engineering that are applicable to a broad range of offshore structures, rather than to a particular structure type. $154. site characterization, soil and rock characterization, Oct 5, 2010 · The American Petroleum Institute (API), through the sub-committee on offshore structures, Sub-Committee 2 (SC2) and its Resource Group 7 (RG7) on geotechnical engineering, will soon publish a new Jan 1, 2011 · Abstract. August 2014 . Publisher The safe bearing capacity for offshore shallow foundations has been traditionally assessed using working stress design (WSD) methods (e. accuristech. Published date 01-01-2011. It covers site characterization, soil and rock characterization, shallow foundations, pile foundations, and soil-structure interaction. STANDARDS. Page Count. Apr 1, 2011 · Description. 7. Revision Level. Alert me in case of modifications on this product. October 2014 Errata to Geotechnical and Foundation Design Considerations API. com API RP 2A-WSD - Planning, Designing, and Constructing Fixed Offshore Platforms—Working Stress Design Published by API on November 1, 2014 This recommended practice is based on global industry best practices and serves as a guide for those who are concerned with the design and construction of new fixed offshore platforms and for the %PDF-1. i2i Intertek. This new RP covers both shallow foundations and pile foundations and is API soft clay p-y curve model is further updated in in API RP 2GEO 1st Edition (2014), where the ultimate resistance (Pu) of soft clay is determined in the same way as Matlock (1970). Close Submit. Email. com. €400. Oct 1, 2014 · Buy API RP 2GEO:2011+ADD 1:2014 Geotechnical and Foundation Design Considerations from Intertek Inform. Publisher RP 2A-WSD SPEC 2C RP 2D RP 2EQ/ISO 19901-2:2004* SPEC 2F RP 2FB RP 2GEO/ISO 19901-4:2003 BULL 2HINS RP 2I RP T-6 RP T-7 RP T-8 SPEC Q1 SPEC Q2 RP 75 SPEC 4F SPEC 7K Recommended Practice for Training and Qualification of Personnel in Well Control Equipment and Techniques for Wireline Operations on Offshore Locations Citation preview. 1 : API RP 2GEO, 1st Edition, October 2014 - Geotechnical and Foundation Design Considerations This document contains requirements and recommendations for those aspects of geoscience and foundation engineering that are applicable to a broad range of offshore structures, rather than to a particular structure type. 5 %âãÏÓ 1 0 obj > endobj 2 0 obj >stream API RP 2GEO-2011 (R2021) American Petroleum Institute (API) [3] API RP 2GEO, Geotechnical and Foundation Design Considerations, ANSI/API Recommended Practice 2GEO, American Petroleum Institute, Washington DC [4] API RP 2SK, Recommended Practice for Design and Analysis of Stationkeeping Systems for Floating Structures, American Petroleum Institute, Washington DC Jan 4, 2021 · Buy API RP 2GEO:2001(R2021) Geotechnical and Foundation Design Considerations from Intertek Inform. 00. API Foreword The API Subcommittee on Offshore Structures (SC 2) voted to adopt a modified version of ISO 19901-4:2003 as American National Standard ANSI/API Recommended Practice 2GEO. a) API 2EQ adopts the ISO 19901-2 site seismic zones in lieu of those previously used in API 2A-WSD, 21st Edition and earlier. Standards Institute (ANSI), the same institute that accredits similar programs at several U. 4 Lateral capacity for stiff clay, replace the last sentence: Apr 1, 2011 · API Offshore Structure Standards Set Product Code(s): GG2GEO01, GG2GEO01, GG2GEO01 Note: This product is unavailable in Russia, Cuba, Syria, North Korea, Ukraine, Belarus, Iran Amendments, rulings, supplements, and errata. Without additional guidance RP 2GEO/ISO 19901-4, Geotechnical and Foundation Design Considerations, 1st Edition, April 2011 Addendum 1, October 2014; RP 2MOP/ISO 19901-6, Marine Operations, 1st Edition, July 2010 Errata 1, April 2015; RP 2SK, Design and Analysis of Stationkeeping Systems for Floating Structures, 3rd Edition, October 2005 Addendum 1, May 2008 API is the world’s leading standard-developing . 4. Software Tools: Software such as SDC Verifier can greatly assist in the analysis and design of pile foundations, providing tools for soil modeling API Foreword The API Subcommittee on Offshore Structures (SC 2) voted to adopt a modified version of ISO 19901-4:2003 as American National Standard ANSI/API Recommended Practice 2GEO. Jan. Jan 1, 2015 · Although the classical API method is recognized as an appropriately conservative design method for offshore pile foundations, a prediction method is more well suited for structures supporting wind turbines, such as the CPT-based methods for predicting pile capacity in granular soils presented in API RP 2GEO (2011). Date of Issue: October 2014 Affected Publication: API Recommended Practice 2GEO/ISO 19901-4, Geotechnical and Foundation Design Considerations, 1st Edition, April 2011 ADDENDUM 1 Page 1, 1 Scope, replace the final bullet, and insert an additional bullet as follows: ⎯ design of pile foundations, and ⎯ soil-structure interaction for risers, flowlines, and auxiliary subsea Measurements Chapter 11. 1: API ^soft clay _ normalized p-y curve for static loading (API RP 2GEO, 2011). com The American Petroleum Institute (API), through the sub-committee on offshore structures Sub-Committee 2 (SC2) and its Resource Group 7 (RG7) on geotechnical engineering, will soon publish a new recommended practice (RP) on geotechnical engineering, entitled RP 2GEO. October 2014 Errata to Geotechnical and Foundation Design Considerations Apr 1, 2011 · API RP 2GEO:2011 (R2021) API RP 2GEO:2011 (R2021) Geotechnical and Foundation Design Considerations. 5 × c ×D; with yc equals 2. store. %PDF-1. 2 API RP 2A LRFD. The shaft friction and end bearing values are limited based on density of cohesionless soil as mentioned in the code. Contact information. 188. c) ISO 19901-2 seismic design approach is also adopted here Jan 1, 2011 · API RP 2GEO:2011/ADD 1:2014 Available format(s) Hardcopy , PDF Superseded date 10-06-2021. Publication Date. Reason. Status. 10 EUR VAT included . API RP 2GEO (R2021) – Geotechnical and Foundation Design Considerations. Organization: API: Status: inactive: Page Apr 1, 2011 · API Offshore Structure Standards Set Product Code(s): GG2GEO01, GG2GEO01, GG2GEO01 Note: This product is unavailable in Russia, Cuba, Syria, North Korea, Ukraine, Belarus, Iran Amendments, rulings, supplements, and errata. API 2MET, API 2EQ, API 2GEO (you posted, thanks), API 2SIM, API 2FB and API 2MOP (you posted, many thanks!). It covers site characterization, geotechnical investigation, soil-structure interaction analysis, and design criteria. 2 are applicable, in lieu of those previously used in API 2A-WSD, 21st Edition and earlier. Research work has been Apr 1, 2011 · API RP 2GEO Geotechnical and Foundation Design Considerations standard by American Petroleum Institute, 04/01/2011. Explore Standards. 5 × εc ×D; Page 38, 8. Oct 1, 2014 · Buy API RP 2GEO:2011/ADD 1:2014 GEOTECHNICAL AND FOUNDATION DESIGN CONSIDERATIONS from Intertek Inform. Buy Subscribe . e. 1ST EDITION R21. Customer Support: +1 416-401-8730. October 2014 Errata to Geotechnical and Foundation Design Considerations Apr 1, 2011 · API Offshore Structure Standards Set Product Code(s): GG2GEO01, GG2GEO01, GG2GEO01 Note: This product is unavailable in Russia, Cuba, Syria, North Korea, Ukraine, Belarus, Iran Amendments, rulings, supplements, and errata. bquasbdbqxcrwugzqdoewbvwgqydscbksqloccfddrvyilogxcsf