BS 8004-2015 Code of practice for foundations《地基实用规程》.pdf
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1、BSI Standards PublicationBS 8004:2015Code of practice forfoundationsPublishing and copyright informationThe BSI copyright notice displayed in this document indicates when the documentwas last issued. The British Standards Institution 2015Published by BSI Standards Limited 2015ISBN 978 0 580 86679 1I
2、CS 93.020The following BSI references relate to the work on this document:Committee reference B/526Draft for comment 15/30301520 DCPublication historyFirst published as CP 2004,September 1972First published as BS 8004, September 1986Second (present) edition, June 2015Amendments issued since publicat
3、ionDate Text affectedBS 8004:2015 BRITISH STANDARDContentsForeword ii1 Scope 12 Normative references 13 Terms and definitions 54 General rules 65 Spread foundations 356 Pile foundations 46AnnexesAnnex A (normative) Helical steel pile foundations 88Annex B (normative) Underpinning 92Annex C (informat
4、ive) Specific formations 96Annex D (informative) Archaeological finds 98Bibliography 99List of figuresFigure 1 Suggested values for characteristic weight density of soils above thegroundwater table 14Figure 2 Suggested values for characteristic weight density of soils below thegroundwater table 15Fi
5、gure 3 Stiffness parameters for non-linear soil 21Figure 4 Calculation model for downdrag 64List of tablesTable1Values of ang, PSDand dilto obtain values of pk,kand cv,kforsiliceous sands and gravels with fines content not exceeding 15% 17Table2Values of cv,kfor fine soils from plasticity index 19Ta
6、ble3Values of parameters for use with equation (12) 22Table4Values of parameters for use with equation (13) 23Table 5 Use classes relevant to timber in foundations 28Table 6 Some key features of spread foundations 35Table 7 Classification of piles according to ground disturbance caused byinstallatio
7、n 47Table 8 Suggested values of Ksfor piles installed in coarse silica soils 52Table 9 Suggested values of kfor piles installed in coarse soils 53Table 10 Suggested values of k2for piles installed in fine soil 56Table 11 Values of the empirical coefficients csand cb,0.1according to soil andpile type
8、 59Table 12 Values of the empirical coefficients nsand nb,0.1according to soil andpile type 60Table 13 Suggested values of the coefficients k1to k4for piles installed inrocks 66Table 14 Design pile diameter for cast-in-place piles without permanentcasing 81Summary of pagesThis document comprises a f
9、ront cover, an inside front cover, pages i to iv,pages 1 to 106, an inside back cover and a back cover.BRITISH STANDARD BS 8004:2015 The British Standards Institution 2015 iForewordPublishing informationThis British Standard is published by BSI Standards Limited, under licence fromThe British Standa
10、rds Institution, and came into effect on 30 June 2015. It wasprepared by Technical Committee B/526, Geotechnics. A list of organizationsrepresented on this committee can be obtained on request to its secretary.SupersessionTogether with BS EN 1997-1:2004+A1:2013, this British Standard supersedesBS 80
11、04:1986, which is withdrawn.Relationship with other publicationsBS 8004 gives non-contradictory, complementary information for use withBS EN 1997 and its National Annexes.Information about this documentThis is a full revision of the standard, which introduces the following principalchanges: the revi
12、sed text is fully compatible with the current version of Eurocode 7(BS EN 1997); guidance is given on designing foundations according to limit stateprinciples using partial factors; guidance is given on the selection of design parameters for soils; guidance is given on the calculation of ultimate be
13、aring resistance ofshallow foundations; guidance is given on the design of pile foundations by calculation and bytesting; the revised text reflects advances in foundation technology over the past30 years.Use of this documentAs a code of practice, this British Standard takes the form of guidance andr
14、ecommendations. It should not be quoted as if it were a specification andparticular care should be taken to ensure that claims of compliance are notmisleading.Any user claiming compliance with this British Standard is expected to be able tojustify any course of action that deviates from its recommen
15、dations.Presentational conventionsThe provisions of this standard are presented in roman (i.e. upright) type. Itsrecommendations are expressed in sentences in which the principal auxiliaryverb is “should”.Commentary, explanation and general informative material is presented insmaller italic type, an
16、d does not constitute a normative element.The word “should” is used to express recommendations of this standard. Theword “may” is used in the text to express permissibility, e.g. as an alternative tothe primary recommendation of the clause. The word “can” is used to expresspossibility, e.g. a conseq
17、uence of an action or an event.BRITISH STANDARDBS 8004:2015ii The British Standards Institution 2015Notes and commentaries are provided throughout the text of this standard.Notes give references and additional information that are important but do notform part of the recommendations. Commentaries gi
18、ve background information.Contractual and legal considerationsThis publication does not purport to include all the necessary provisions of acontract. Users are responsible for its correct application.Compliance with a British Standard cannot confer immunity from legalobligations.BRITISH STANDARD BS
19、8004:2015 The British Standards Institution 2015 iiiBRITISH STANDARDBS 8004:2015This page deliberately left blankiv The British Standards Institution 20151 ScopeThis British Standard gives recommendations for the design and construction offoundations for the normal range of buildings and engineering
20、 structures. Itprovides non-contradictory, complementary information for use in conjunctionwith BS EN 1997 and its UK National Annex.Clause 4 gives general recommendations for the design and construction of alltypes of foundations; Clause 5 and Clause 6 give specific recommendations forthe design an
21、d construction of spread foundations and pile foundations(respectively).Annex A gives specific recommendations for the design and construction ofhelical steel piles.Annex B gives specific recommendations for the design and construction ofunderpinning.Annex C gives information about specific geologic
22、al formations encountered inthe UK.Annex D gives information about the UK Governments policy regardingarchaeological finds.NOTE 1 This standard does not cover the design and construction of earthworks,for which see BS 6031.NOTE 2 This standard does not cover the design and construction of earth reta
23、iningstructures, for which see BS 8002.NOTE 3 This standard does not cover the design and construction of maritimeworks, for which see BS 6349.NOTE 4 For non-industrial structures of not more than four storeys, see BS 8103-1.NOTE 5 This standard does not cover the design and construction of foundati
24、onsfor reciprocating machinery.NOTE 6 This standard does not cover the design and construction of offshorefoundations, for which see BS EN ISO 19901-4.2 Normative referencesThe following documents, in whole or in part, are normatively referenced in thisdocument and are indispensable for its applicat
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