GB/T 17503-2009 English PDFUS$548.00 · In stock
Delivery: <= 1 days. True-PDF full-copy in English will be manually translated and delivered via email. GB/T 17503-2009: Specifications for offshore platform engineering geology investigation Status: Valid GB/T 17503: Historical versions
Basic dataStandard ID: GB/T 17503-2009 (GB/T17503-2009)Description (Translated English): Specifications for offshore platform engineering geology investigation Sector / Industry: National Standard (Recommended) Classification of Chinese Standard: A45 Classification of International Standard: 07.060 Word Count Estimation: 33,374 Date of Issue: 2009-10-30 Date of Implementation: 2010-04-01 Older Standard (superseded by this standard): GB 17503-1998 Quoted Standard: GB 12327-1998; GB/T 12763.6-2007; GB/T 12763.8-2007; GB/T 17424-1998; GB 17501-1998; GB 17741-2005; GB 50021-2001; GB/T 50123-1999; GB/T 50269-1997; SY/T 10030-2004; ASTM D2487-2006; ASTM D5778-1995 Regulation (derived from): Announcement of Newly Approved National Standards No. 12 of 2009 (No. 152 overall) Issuing agency(ies): General Administration of Quality Supervision, Inspection and Quarantine of the People's Republic of China, Standardization Administration of the People's Republic of China Summary: This standard specifies the offshore platform engineering geological survey of the contents, methods and technical requirements, results reporting and data archiving. This standard applies to sub- sea -pile fixed platform, offshore gravity platform, offshore jackup site engineering geological survey, other fixed offshore structures engineering geological survey sites can refer to use. GB/T 17503-2009: Specifications for offshore platform engineering geology investigation---This is a DRAFT version for illustration, not a final translation. Full copy of true-PDF in English version (including equations, symbols, images, flow-chart, tables, and figures etc.) will be manually/carefully translated upon your order.Specifications for offshore platform engineering geology investigation ICS 07.060 A45 National Standards of People's Republic of China Replacing GB 17503-1998 Offshore platform engineering geological investigation Posted 2009-10-30 2010-04-01 implementation Administration of Quality Supervision, Inspection and Quarantine of People's Republic of China Standardization Administration of China released Table of ContentsIntroduction Ⅲ 1 Scope 1 2 Normative references 1 3 Terms and definitions 4 General 2 5 Navigation 3 6 Engineering Geophysical Prospecting 4 Bottom samplers 10 7 8 engineering geological drilling 11 9 situ test 12 10 ships and 14 laboratory soil test 11 corrosive environmental parameters measured 15 12 seismic safety evaluation 15 13 Achievements maps and reporting 16 14 archive 17 Appendix A (normative) unified soil classification and naming 18 Appendix B (normative) pile - soil load and displacement analysis system 21 --- Normative Annex A to increase soil classification and naming of content (see A1, A2); --- Increase the informative appendix "can pile driving analysis" (see Appendix C). The Standard Appendix A, Appendix B is normative appendix, Appendix C is informative appendix. This standard was proposed by the State Oceanic Administration. This standard by the National Standardization Technical Commission for Oceanography (SAC/TC283) centralized. This standard is drafted by. Country Second Institute of Oceanography. The main drafters of this standard. Yeyin Can, Pan Guofu, Chen Xi soil, Chen Xiaoling, come to China, should Yuan Kang, Lee Ki-Tong, He Xin. This standard replaces the standards previously issued as follows. --- GB 17503-1998. Offshore platform engineering geological investigation1 ScopeThis standard specifies the contents of the offshore platform engineering geology investigation, methods and technical requirements, the results of reporting and data archiving. This standard applies to fixed offshore platform pile, gravity offshore platforms, offshore engineering geological survey from jack-up rig sites, other sea Engineering geological survey on the fixed structure can refer to the use of the site.2 Normative referencesThe following documents contain provisions which, through reference in this standard and become the standard terms. For dated references, subsequent Amendments (not including errata content) or revisions do not apply to this standard, however, encourage the parties to the agreement are based on research Whether the latest versions of these documents. For undated reference documents, the latest versions apply to this standard. GB/T 12327-1998 Hydrographic Specification GB/T 12763.6-2007 oceanographic survey - Part 6. Marine Biological Survey GB/T 12763.8-2007 oceanographic survey - Part 8. Marine Geology Geophysical Survey GB/T 17424-1998 Differential Global Positioning System (DGPS) technology requirements GB 17501-1998 marine engineering topographic surveying Specification GB 17741-2005 project site seismic safety evaluation GB 50021-2001 investigation of geotechnical engineering GB/T 50123-1999 standard soil test method GB/T 50269-1997 Foundation Dynamic Properties Test Specification SY/T 10030-2004 fixed offshore platform planning, design and construction practices recommended working stress design method ASTMD2487-2006 soil engineering classification criteria (Unified Soil Classification System) ASTMD5778-1995 soil type and pore pressure measuring probe penetration test standard3 Terms and DefinitionsThe following terms and definitions adapted to the present standard. 3.1 Rely on the support piles driven into the seabed offshore platform. NOTE. The number and type of pile can be divided into groups pile, legs and column Jacket three. 3.2 Rely on a number of reinforced concrete or steel structure consisting of a large cylinder base (mat) supported offshore platform. NOTE. Usually from the base, the leg poles, steel deck and the deck assembly modules and other components. 3.3 Relying on its support leg to stand on the seabed offshore platforms. NOTE. by its own hydraulic lifting system makes the lifting platform to achieve its place or evacuate. 3.4 Sea shoreline to a depth of 20m. ...... |
