BS 8002-2015 Code of practice for earth retaining structures《挡土结构实用规程》.pdf
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1、BSI Standards PublicationBS 8002:2015Code of practice for earthretaining structuresPublishing 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
2、 0 580 86678 4ICS 93.020The following BSI references relate to the work on this document:Committee reference B/526Draft for comment 15/30301518 DCPublication historyFirst published April 1994Second (present) edition, June 2015Amendments issued since publicationDate Text affectedBS 8002:2015 BRITISH
3、STANDARDContentsForeword iii1 Scope 12 Normative references 13 Terms and definitions 64 General rules 75 Gravity retaining walls 436 Semi-gravity retaining walls 617 Embedded retaining walls 698 Cofferdams, basements, and strutted excavations 82AnnexesAnnex A (normative) Deadman anchors 86Annex B (i
4、nformative) Specific formations 89Bibliography 92List of figuresFigure 1 Suggested values for characteristic weight density of soils above thegroundwater table 15Figure 2 Suggested values for characteristic weight density of soils below thegroundwater table 16Figure 3 Stiffness parameters for non-li
5、near soil 22Figure 4 Maximum effective horizontal earth pressure from compactiontheory 36Figure 5 Examples of mass concrete retaining walls 45Figure 6 Examples of unreinforced masonry retaining walls 46Figure 7 Examples of gabion retaining walls 48Figure 8 Examples of crib walls 50Figure9Typical dra
6、inage systems behind gravity retaining walls 51Figure 10 Masonry clad mass concrete wall with cavity 58Figure 11 Examples of reinforced concrete retaining walls 62Figure 12 Examples of reinforced and prestressed masonry retaining walls 64Figure 13 Post-tensioned masonry diaphragm wall construction 6
7、5Figure 14 Examples of embedded retaining walls 70Figure 15 Lagging between adjacent soldier/king piles 72Figure 16 Solider piles comprising a pair of steel sections with end plates 73Figure 17 Outline of the successive stage method of analysis 76Figure A.1 Types of deadman anchor 87Figure A.2 Non-i
8、nterference of zones for anchored deadman wall 88List of tablesTable1Values of ang, PSDand dilto obtain values of pk,kand cv,kforsiliceous sands and gravels with fines content not exceeding 15% 18Table2Values of cv,kfor fine soils from plasticity index 20Table3Values of parameters for use with equat
9、ion (11) 23Table4Values of parameters for use with equation (12) 24Table 5 Use classes relevant to timber in earth retaining structures 29Table 6 Imposed loads on vehicle traffic areas (excluding walls adjacent tobridges or where the gross vehicle weight is greater than 160 kN) 30Table 7 Imposed loa
10、ds on vehicle traffic areas (next to wing walls and otherearth retaining structures) 31Table8Values of h,comp, zc, and hcfor different weights of compactionplant 36BRITISH STANDARD BS 8002:2015 The British Standards Institution 2015 iTable 9 Maximum weight of compaction plant to be used within2mofan
11、earth retaining structure 41Table 10 Drainage systems for gravity retaining walls 52Table 11 Values of the model factor for load-effects for props, struts andanchors 80Summary of pagesThis document comprises a front cover, an inside front cover, pages i to iv,pages 1 to 96, an inside back cover and
12、a back cover.BRITISH STANDARDBS 8002:2015ii The British Standards Institution 2015ForewordPublishing informationThis British Standard is published by BSI Standards Limited, under licence fromThe British Standards Institution, and came into effect on 30 June 2015. It wasprepared by Technical Committe
13、e 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 8002:1994, which is withdrawn.Relationship with other publicationsBS 8002 gives non-contradic
14、tory, complementary information for use withBS EN 1997 and its UK National Annexes.Information about this documentThis is a full revision of the standard, which introduces the following principalchanges: the revised text is fully compatible with the current version of Eurocode 7(BS EN 1997); guidanc
15、e is given on designing earth retaining structures according to limitstate principles using partial factors; guidance is given on the selection of design parameters for soils; guidance is given on model factors to be applied to prop loads determinedby calculation; the revised text reflects advances
16、in earth retaining structure technologyover the past 30 years.Use of this documentAs a code of practice, this British Standard takes the form of guidance andrecommendations. It should not be quoted as if it were a specification andparticular care should be taken to ensure that claims of compliance a
17、re notmisleading.Any user claiming compliance with this British Standard is expected to be able tojustify any course of action that deviates from its recommendations.Presentational conventionsThe provisions of this standard are presented in roman (i.e. upright) type. Itsrecommendations are expressed
18、 in sentences in which the principal auxiliaryverb is “should”.Commentary, explanation and general informative material is presented insmaller italic type, and does not constitute a normative element.The word “should” is used to express recommendations of this standard. Theword “may” is used in the
19、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 consequence of an action or an event.Notes and commentaries are provided throughout the text of this standard.Notes give references and additional i
20、nformation that are important but do notform part of the recommendations. Commentaries give background information.BRITISH STANDARD BS 8002:2015 The British Standards Institution 2015 iiiContractual and legal considerationsThis publication does not purport to include all the necessary provisions of
21、acontract. Users are responsible for its correct application.Compliance with a British Standard cannot confer immunity from legalobligations.BRITISH STANDARDBS 8002:2015iv The British Standards Institution 20151 ScopeThis British Standard gives recommendations for the design and construction ofearth
22、 retaining structures to support ground at slopes steeper than the groundwould naturally assume. It provides non-contradictory, complementaryinformation for use in conjunction with BS EN 1997 and its UK National Annex.Clause 4 gives general recommendations for the design and construction of alltypes
23、 of earth retaining structures; Clause 5, Clause 6, and Clause 7 give specificrecommendations for the design and construction of gravity walls, semi-gravitywalls, and embedded walls (respectively); and Clause 8 gives specificrecommendations for the design and construction of cofferdams, basements,an
24、d strutted excavations.Annex A gives specific recommendations for the design and construction ofdeadman anchors.Annex B gives information about specific geological formations encountered inthe UK.NOTE 1 This standard does not cover the design and construction of anchors (otherthan deadman anchors),
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