Bibliography

Standards publications

For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies.

BS 6349-1-3, Maritime works – Part 1-2: General – Code of practice for geotechnical design

BS 8103-1, Structural design of low-rise buildings – Part 1: Code of practice for stability, site investigation, foundations, precast concrete floors and ground floor slabs for housing

BS EN 335-1:1992, Hazard classes of wood and wood-based products against biological attack – Part 1: Classification of hazard classes14)

BS EN 335-2:1992, Durability of wood and wood-based products – Definition of use classes – Part 2: Application to solid wood14)

BS EN 335-3:1992, Hazard classes of wood and wood-based products against biological attack – Part 3: Application to wood-based panels14)

BS EN 338, Structural timber – strength classes

BS EN 1538:2010, Execution of special geotechnical works – Diaphragm walls

BS EN ISO 19901-4, Petroleum and natural gas industries. Specific requirements for offshore structures. Geotechnical and foundation design considerations

NA+A1:2012 to BS EN 1993-5:2007, UK National Annex to Eurocode 3: Design of steel structures – Part 5: Piling

PD 6484:1979, Commentary on corrosion at bi-metallic contacts and its remediation

Other publications

[1] BURLAND, J., CHAPMAN, T., SKINNER, H., and BROWN, M. (editors). ICE manual of geotechnical engineering, Volume II, Geotechnical Design, Construction and Verification. London: ICE Publishing, 2012, ISBN 978-0-7277-5709-8:

Section 8 – SUCKLING, T.P. (editor). Construction processes;

Chapter 52 – O'BRIEN, A.S. Foundation types and conceptual design principles;

Chapter 53 – O'BRIEN, A.S., and FAROOQ, I. Shallow foundations;

Chapter 54 – BELL, A., and ROBINSON, C. Single piles;

Chapter 55 – O'BRIEN, A.S. Pile-group design;

Chapter 56 – O'BRIEN, A.S., BURLAND, J.B., and CHAPMAN, T. Rafts and piled rafts;

Chapter 59 – ESSLER, R. Design principles for ground improvement;

Chapter 60 – SRBULOV, M., and O'BRIEN, A.S. Foundations subjected to cyclic and dynamic loads;

Chapter 80 – PREENE, M. Groundwater control;

Chapter 81 – WADE, S., HANDLEY, R., and MARTIN, J. Types of bearing piles; Chapter 83 – JOLLEY, T. Underpinning;

Chapter 84 – SERRIDGE, C.J., and SLOCOMBE, B. Ground improvement;

Chapter 94 – DUNNICLIFF, J., MARR, W.A., and STANDING, J. Principles of geotechnical monitoring;

Chapter 96 – GLOVER, S., and CHEW, G. Technical supervision of site works; Chapter 97 – FRENCH, S., and TURNER, M. Pile integrity testing;

Chapter 98 – BROWN, M., Pile capacity integrity testing; Chapter 101 – LINDSAY, R., and KEMP, M. Close-out reports.

[2] BURLAND, J., CHAPMAN, T., SKINNER, H., and BROWN, M. (editors). ICE manual of geotechnical engineering, Volume I, Geotechnical Engineering Principles, Problematic Soils and Site Investigation. London: ICE Publishing, 2012, ISBN 978-0-7277-5707-4:

Section 3 – JEFFERSON, I. (editor). Problematic soils and their issues;

Section 4 – BRACEGIRDLE, A. (editor). Site investigation;

Chapter 8 – RANNER, D., and SUCKLING, T. Health and safety in geotechnical engineering;

Chapter 9 – O'BRIEN, A.S. and BURLAND, J.B. Foundation design decisions;

Chapter 14 – BURLAND, J.B. Soils as particulate materials;

Chapter 17 – BURLAND, J.B. Strength and deformation behaviour of soils; Chapter 18 – SANDERSON, D.J. Rock behaviour;

Chapter 21 – POWRIE, W. Bearing capacity theory;

Chapter 25 – ROGERS, C.D.F. The role of ground improvement; Chapter 26 – BURLAND, J.B. Building response to ground movements; Chapter 31 – CLARKE, B. Glacial soils;

Chapter 33 – JONES, L.D., and JEFFERSON, I. Expansive soils;

Chapter 34 – BELL, F.G., CULSHAW, M.G., and SKINNER, H.D. Non-engineered fills;

Chapter 36 – CZEREWKO, M.A. and CIPPS, J.C. Mudrocks, clays and pyrite.

[3] GREAT BRITAIN. The Construction (Design and Management) Regulations 2015. The Stationery Office: London, 2015.

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BS 8004:2015 Code of practice for foundations