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.
ASTM D2766-95, Test methods for specific heat of liquids and solids
ASTM D2845-08, Standard method for laboratory determination of pulse velocities and ultrasonic elastic constants of rock
ASTM D2936-08, Standard test method for direct tensile strength of intact rock core specimens
ASTM D3967-08, Standard test method for splitting tensile strength of intact rock core specimens
ASTM D3999-11, Standard test methods for the determination of the modulus and damping properties of soils using the cyclic triaxial apparatus
ASTM D4015-07, Standard test methods for modulus and damping of soils by resonant-column method
ASTM D4404-10, Standard test method for determination of pore volume and pore volume distribution of soil and rock by mercury intrusion porosimetry
ASTM D4525-08, Standard test method for permeability of rocks by flowing air
ASTM D4543-08, Preparing rock core specimens and determining dimensional and shape tolerances
ASTM D4611-08, Standard test method for specific heat of rock and soil
ASTM D4879-89, Standard guide for geotechnical mapping of large underground openings in rock
ASTM D5084-10, Standard test methods for measurement of hydraulic conductivity of saturated porous materials using a flexible wall permeameter
ASTM D5298-10, Standard test method for measurement of soil potential (Suction)
ASTM D5311-11, Standard test method for load controlled cyclic triaxial strength of soil
ASTM D5334-08, Standard test method for determination of thermal conductivity of soil and soft rock by thermal needle probe procedure
ASTM D5335-08, Standard test method for linear coefficient of thermal expansion of rock using bonded electric resistance strain gauges
ASTM D5607-08, Standard test method for performing laboratory direct shear strength tests of rock specimens under constant normal force
ASTM D5731-08, Standard test method for determination of the point load strength index of rock and application to rock strength classification
ASTM D6528-07, Standard test method for consolidated undrained direct simple shear testing of cohesive soils
ASTM D7012-10, Standard test method for compressive strength and elastic moduli of intact rock core specimens under varying states of stress and temperatures
ASTM D7070-08, Standard test methods for creep of rock core under constant stress and temperature
ASTM D7664-10, Standard test methods for measurement of hydraulic conductivity of unsaturated soils
ASTM E1225-13, Standard test method for thermal conductivity of solids by means of the guarded comparative longitudinal heat flow technique
ASTM E228-11, Standard test method for linear thermal expansion of solid materials with a push-rod dilatometer
ASTM E831-14, Standard test method for linear thermal expansion of solid materials by thermomechanical analysis
ASTM G162-99, Standard practice for conducting and evaluating laboratory corrosion tests in soils
ASTM G187-12, Standard test method for measurement of soil resistivity using the two-electrode soil box method
BS 812-1, Testing aggregates — Methods for determination of particle size and shape
BS 812-124, Testing aggregates — Method for determination of frost heave
BS 1047, Specification for air-cooled blast furnace slag aggregate for use in construction
BS 5493, Code of practice for protective coating of iron and steel structures against corrosion
BS 6031, Code of practice for earthworks
BS 7361-1, Cathodic protection — Part 1: Code of practice for land and marine applications
BS 7755-3.11, Soil quality — Part 3: Chemical methods — Section 3.11: Determination of water-soluble and acid-soluble sulfate (ISO 11048)
BS 8002, Code of practice for earth retaining structures
BS 8004, Code of practice for foundations
BS 8008, Guide to safety precautions and procedures for the construction and descent of machine-bored shafts for piling and other purposes
BS 22475-2, Geotechnical investigation and testing — Sampling methods and groundwater measurements — Part 2: Qualification criteria for enterprises and personnel
BS EN 932-1, Tests for general properties of aggregates — Part 1: Methods for sampling
BS EN 932-3, Tests for general properties of aggregates — Part 3: Procedure and terminology for simplified petrographic description
BS EN 932-5, Tests for general properties of aggregates — Part 5: Common equipment and calibration
BS EN 932-6, Tests for general properties of aggregates — Part 6: Definitions of repeatability and reproducibility
BS EN 933-1, Tests for geometrical properties of aggregates — Part 1: Determination of particle size distribution — Sieving method
BS EN 933-3, Tests for geometrical properties of aggregates — Part 3: Determination of particle shape — Flakiness index
BS EN 933-4, Tests for geometrical properties of aggregates — Part 4: Determination of particle shape — Shape index
BS EN 933-5, Tests for geometrical properties of aggregates — Part 5: Determination of percentage of crushed and broken surfaces in coarse aggregate particles
BS EN 933-6, Tests for geometrical properties of aggregates — Part 6: Assessment of surface characteristics — Flow coefficient of aggregates
BS EN 933-7, Tests for geometrical properties of aggregates — Part 7: Determination of shell content — Percentage of shells in coarse aggregates
BS EN 933-8, Tests for geometrical properties of aggregates — Part 8: Assessment of fines — Sand equivalent test
BS EN 933-9, Tests for geometrical properties of aggregates — Part 9: Assessment of fines — Methylene blue test
BS EN 933-10, Tests for geometrical properties of aggregates — Part 10: Assessment of fines — Grading of filler aggregates (air jet sieving)
BS EN 933-11, Tests for geometrical properties of aggregates — Part 11: Classification test for the constituents of coarse recycled aggregate
BS EN 1097-1, Tests for mechanical and physical properties of aggregates — Part 1: Determination of the resistance to wear (micro-Deval)
BS EN 1097-2, Tests for mechanical and physical properties of aggregates — Part 2: Methods for the determination of resistance to fragmentation
BS EN 1097-3, Tests for mechanical and physical properties of aggregates — Part 3: Determination of loose bulk density and voids
BS EN 1097-4, Tests for mechanical and physical properties of aggregates — Part 4: Determination of the voids of dry compacted filler
BS EN 1097-5, Tests for mechanical and physical properties of aggregates — Part 5: Determination of the water content by drying in a ventilated oven
BS EN 1097-7, Tests for mechanical and physical properties of aggregates — Part 7: Determination of the particle density of filler — Pyknometer method
BS EN 1097-8, Tests for mechanical and physical properties of aggregates — Part 8: Determination of the polished stone value
BS EN 1097-9, Tests for mechanical and physical properties of aggregates — Part 9: Determination of the resistance to wear by abrasion from studded tyres — Nordic test
BS EN 1097-10, Tests for mechanical and physical properties of aggregates — Part 10: Determination of water suction height
BS EN 1367-1, Tests for thermal and weathering properties of aggregates — Part 1: Determination of resistance to freezing and thawing
BS EN 1367-2, Tests for thermal and weathering properties of aggregates — Part 2: Magnesium sulfate test
BS EN 1367-3, Tests for thermal and weathering properties of aggregates — Part 3: Boiling test for Sonnenbrand basalt
BS EN 1367-4, Tests for thermal and weathering properties of aggregates — Part 4: Determination of drying shrinkage
BS EN 1367-5, Tests for thermal and weathering properties of aggregates — Part 5: Determination of resistance to thermal shock
BS EN 1367-6, Tests for thermal and weathering properties of aggregates — Part 6: Determination of resistance to freezing and thawing in the presence of salt (NaCI)
BS EN 1744-1, Tests for chemical properties of aggregates — Part 1: Chemical analysis
BS EN 1744-3, Tests for chemical properties of aggregates — Part 3: Preparation of eluates by leaching of aggregates
BS EN 1744-4, Tests for chemical properties of aggregates — Part 4: Determination of water susceptibility of fillers for bituminous mixtures
BS EN 1744-5, Tests for chemical properties of aggregates — Part 5: Determination of acid soluble chloride salts
BS EN 1744-6, Tests for chemical properties of aggregates — Part 6: Determination of the influence of recycled aggregate extract on the initial setting time of cement
BS EN 12620, Aggregates for concrete
BS EN 13636, Cathodic protection of buried metallic tanks and related piping
BS EN ISO 11074:2015, Soil quality — Vocabulary
BS EN ISO 17892 (parts 3 to 12), Geotechnical investigation and testing — Laboratory testing of soil37)
BS EN ISO 19901-8, Petroleum and natural gas industries — Specific requirements for offshore structures — Part 8: Marine soil Investigations
BS EN ISO 22476-15, Geotechnical investigation and testing — Field testing — Part 15: Measuring while drilling 38)
BS ISO 10381-2, Soil quality — Sampling — Guidance on sampling techniques39)
BS ISO 10381-3, Soil quality — Sampling — Guidance on safety40)
BS ISO 14686, Hydrometric determinations — Pumping tests for water wells — Considerations and guidelines for design, performance and use
BS ISO 15176, Soil quality — Characterization of excavated soil and other soil materials intended for re-use
BS ISO 18400-102, Soil quality — Sampling — Part 102: Selection and application of sampling techniques 41)
BS ISO 18400-201, Soil quality — Sampling — Part 201: Physical pretreatment in the field42)
BS ISO 18512, Soil quality — Guidance on long and short term storage of soil samples
CP 2012-1, Code of practice for foundations for machinery — Part 1: Foundations for reciprocating machines
DIN 4022-1:1987, Classification and description of soil and rock — Borehole logging of rock and soil not involving continuous core sample recovery
DIN 18196, Soil classification for civil engineering purposes
Other publications
[1] CONSTRUCTION INDUSTRY RESEARCH AND INFORMATION ASSOCIATION. A guide for safe working on contaminated sites. R132. London: CIRIA, 1996.
[2] BRITISH DRILLING ASSOCIATION. Guidance for safe intrusive activities on contaminated or potentially contaminated land. Pinxton: BDA, 2008.
[3] HEALTH AND SAFETY EXECUTIVE. Avoiding danger from underground services. HSG47. London, HSE, 2014.
[4] ASSOCIATION OF GEOTECHNICAL AND GEOENVIRONMENTAL SPECIALISTS. Site investigation asbestos risk assessment — for the protection of site investigation and geotechnical laboratory personnel (AGS Interim Guidance). Beckenham: AGS, 2013.
[5] COAL AUTHORITY, HEALTH AND SAFETY EXECUTIVE, BRITISH DRILLING ASSOCIATION, FEDERATION OF PILING SPECIALISTS AND ASSOCIATION OF GEOTECHNICAL AND GEOENVIRONMENTAL SPECIALISTS. Guidance on managing the risk of hazardous gases when drilling or piling near coal. Mansfield: Coal Authority, 2012. 43)
[6] SITE INVESTIGATION STEERING GROUP. Site investigation in construction series. Effective site investigation. London: ICE Publishing, 2012.
[7] GREAT BRITAIN. Construction (Design and Management) Regulations 2015. London: The Stationery Office.
[8] SITE INVESTIGATION STEERING GROUP. Site investigation in construction series. UK specification for ground investigation. London: ICE Publishing, 2012.
[9] DEPARTMENT FOR TRANSPORT and HIGHWAYS AGENCY. Design manual for roads and bridges, Vol 4: Geotechnics and drainage, Section 1: Earthworks, Part 2: Managing geotechnical risk. London: DOT, latest update 2008.44)
[10] PERRY, J. and WEST, G. Sources of information for site investigations in Britain, Transport Research Laboratory (TRL) Report 192 (Revision of TRL Report LR 403). Crowthorne: TRL, 1996.
[11] GREAT BRITAIN. The Conservation (National Habitats etc.) Regulations 1994. London: HMSO.
[12] BUTCHER, A.P., POWELL, J.J.M and SKINNER, H.D. Reuse of foundations for urban sites: a best practice handbook. Watford: BRE Press, 2006.
[13] CHAPMAN, T, ANDERSON, S. and WINDLE, J. Reuse of foundations. C653. London: CIRIA, 2007.
[14] DEPARTMENT OF TRANSPORT. Manual of contract documents for highway works. Vol. 1, Specification for highway works. London: DOT, 1992.45)
[15] CLARK, R.G. and KEETON, G.P. Considerations in the geotechnical testing of contaminated samples. Advances in site investigation practice. London: Thomas Telford, 1995.
[16] HEALTH AND SAFETY EXECUTIVE. Position statement, carbon monoxide. London: HSE, 2007.
[17] CONSTRUCTION INDUSTRY RESEARCH AND INFORMATION ASSOCIATION. The VOCs handbook: Investigating, assessing and managing risks from inhalation of VOCs at land affected by contamination. Report 682. London: CIRIA, 2009.
[18] WILSON, S., CARD, G. and HAINES, S. The local authority guide to ground gas. London: Chartered Institute of Environmental Health, 2008.
[19] HEALTH AND SAFETY EXECUTIVE. Working safely near overhead electricity power lines. HSE AIS No 8. London: HSE, 2012.
[20] ENVIRONMENT AGENCY. The Knotweed Code of Practice [as amended 2013]. EA: Bristol, 2013.
[21] CONSTRUCTION INDUSTRY RESEARCH AND INFORMATION ASSOCIATION. Unexploded ordnance (UXO): a guide for the construction industry. CIRIA C681. London: CIRIA, 2009.
[22] CLAYTON, C.R.I., MATHEWS, M.C. and SIMONS, N.E. Site Investigation. Second edition. London: Wiley-Blackwell, 1995.46)
[23] NATIONAL HOUSEBUILDING COUNCIL. NHBC standards, Part 4: Foundations — Section 4.2: Building near trees. London: NHBC, 2014.
[24] BUILDING RESEARCH ESTABLISHMENT. Site investigations for low-rise buildings: trial pits. BRE Digest 381. Watford: BRE, 1993.
[25] HORNER, P.C. and SHERRELL, F.W. The application of air-flush rotary-percussion techniques in site investigation. In: Quarterly Journal of Engineering Geology 1977, 10, pp.207-221.
[26] ENVIRONMENT AGENCY. Decommissioning redundant boreholes and wells. Solihull: National Groundwater and Contaiminated Land Centre, 2000.
[27] ROWE, P.W. The relevance of soil fabric to site investigation practice. In: Geotechnique, 1972, 27, pp.195-300 (12th Rankine Lecture).
[28] HVORSLEV, M.J. Subsurface exploration and sampling of soils for civil engineering purposes. Vicksburg, Ml: Waterways Experiment Station, 1948.
[29] GOSLING, R.C. and BALDWIN, M.J. Development of a thin wall open drive tube sampler (UT100). In: Ground Engineering, 2010 (March), Vol 43, No 3.
[30] BISHOP, A.W. A new sampling tool for use in cohesionless sands below ground water level. In: Geotechnique, 1948, 1, pp.125-131.
[31] KJELLMAN, W., KALLSTENIUS, T. and WAGER, O. Soil sampler with metal foils. Device for taking undisturbed samples of very great length. In: Proceedings of Royal Swedish Geotechnical Institute, 1950, 1.
[32] BEGEMAN, H.K. A new approach for taking a continuous soil sample. In: Laboratorium voor Grondmechanica, 1966, 4.
[33] FRENCH, D.J, WOOLGAR, M.J. and SAYNOR, P. Geotechnical investigations at Abberton Dam, Essex. Dams 2000: Proceedings of the Biennial Conference of the British Dam Society. London: Thomas Telford. 2000.
[34] BALDWIN, M.J. and GOSLING, R.C. BS EN ISO 22475-1; implications for geotechnical sampling in the UK. In: Ground Engineering, 2009 (August), Vol 42, No 8.
[35] TELFORD, W.S., GELDART, L.P. and SHERIFF, R.E. Applied Geophysics. Second edition. Cambridge: Cambridge University Press, 1990.
[36] DOBRIN, M.B. and SAVIT, C. Introduction to Geophysical prospecting. Fourth edition. London: McGraw Hill, 1988.
[37] KEAREY, P. and BROOKS, M. An introduction to Geophysical exploration. Second edition. Oxford: Blackwell Scientific Publications, 1990.
[38] MILSOM, J. Field Geophysics. In: COX, K., ed. Geological Society of London handbook. Milton Keynes: Open University Press, 1996.
[39] PARASNIS, D.S. Principles of applied Geophysics. Fourth edition. London: Chapman and Hall, 1986.
[40] REYNOLDS, J.M. An introduction to applied and environmental geophysics. Chichester: John Wiley, 1997.
[41] STYLES, P. Environmental Geophysics: Everything you ever wanted (needed!) to know but were afraid to ask! The Netherlands: EAGE Publications, 2012.
[42] NORBURY, D.R. Soil and rock description in engineering practice. Dunbeath: Whittles Publishing, 2010.
[43] STROUD, M.A. and BUTLER, F.G. The standard penetration test and the engineering properties of glacial materials. In: Proceedings of Symposium, University of Birmingham, April 1975.
[44] STROUD, M.A. The standard penetration test — its application and interpretation. In: INSTITUTION OF CIVIL ENGINEERS. Penetration testing in the UK. London: Thomas Telford, 1989.47)
[45] CLAYTON, C.R.I. The standard penetration test (SPT): methods and use. R143. London: CIRIA, 1995.
[46] MUNSELL COLOR CO. Munsell soil color charts. Baltimore, MA: Munsell Color Co., 1954.
[47] GEOLOGICAL SOCIETY OF AMERICA. Rock color chart. Boulder, CO: Geological Society of America, 1963.
[48] CHILD, G H. Soil descriptions — quo vadis? In: THE GEOLOGICAL SOCIETY. Engineering Geology special publications No. 2. London: The Geological Society, 1986.
[49] SMART, P. Classification by texture and plasticity. In: THE GEOLOGICAL SOCIETY. Engineering Geology special publications No. 2. London: The Geological Society, 1986.
[50] GARVIN, S., R. HARTLESS, M. SMITH, S. MANCHESTER and P. TEDD. Risks of contaminated land to buildings, building materials and services. Environment Agency Technical Report TR P331. Bristol: Environment Agency, 2000.
[51] ENVIRONMENT AGENCY. Assessment and management of risks to buildings, building materials and services from land contamination. Environment Agency Technical Report P5-035/TR/01. Bristol: Environment Agency, 2001.
[52] HOBBS, N.B. Mire morphology and the properties and behaviour of some British and foreign peats. In: Quarterly Journal of Engineering Geology, 1986, 19, pp.7-80.
[53] HOBBS, N.B. A note on classification of peat. In: Geotechnique, 1987, 37(3), pp.405-407.
[54] SWEDISH GEOTECHNICAL SOCIETY. Soil classification and identification D8: 81. (SGF Laboratory Manual, Part 2). Byggforskringsradet, 1981.
[55] INTERNATIONAL SOCIETY FOR ROCK MECHANICS. The complete ISRM suggested methods for rock characterisation, testing and monitoring: 1974-2006. Ed. R. Urulsay and J.A. Hudson. Ankara, Turkey: Turkish National Group of the International Society for Rock Mechanics, 2007.
[56] MOYE, G.D. Engineering geology for the Snowy Mountains scheme. In: Journal of the Institute of Engineering Australia, 1955, 27.
[57] WARD, W.H., BURLAND, J.B. and GALLOIS, R.W. Geotechnical assessment of a site at Mundford, Norfolk, for a large proton accelerator. In: Geotechnique, 18, pp.399-431.
[58] LORD, J.A., TWINE, D. and YEW, H. Foundations in chalk. CIRIA Project Report 11. London: CIRIA, 1994.
[59] SPINK, T.W. and NORBURY, D.R. Engineering geological description of chalk. Brighton: Thomas Telford, 1990.
[60] SPINK, T.W. and NORBURY, D.R. The engineering geological description of weak rocks and overconsolidated soils. (Engineering Group Geological Society Special Publication No. 8.) In: Proceedings of 26th Annual Conference. Leeds: Balkema, 1993.
[61] CHANDLER, R.J. The effect of weathering on the shear strength properties of Keuper Marl. In: Geotechnique, 1969, 19, pp.321-334.
[62] GEOLOGICAL SOCIETY ENGINEERING GROUP WORKING PARTY. The preparation of maps and plans in terms of engineering geology. In: Quarterly Journal of Engineering Geology, 1972, 5, pp.297-367.
[63] ANON. Description and classification of weathered rocks for engineering purposes. In: Quarterly Journal of Engineering Geology and Hydrogeology, 1995, 28(3), pp.267-276.
[64] MARTIN, R.P. and HENCHER, S.R. Principles for description and classification of weathered rock for engineering purposes. (Geological Society Engineering Geology Publication, No. 2.) In: Proceedings of 20th Regional Meeting Engineering Group, Guildford. London: The Geological Society, 1986.
[65] INTERNATIONAL SOCIETY FOR ROCK MECHANICS. Suggested methods for the quantitative description of discontinuities in rock masses. In: Int. J. Rock Mech. Min. Sci. & Geomech. Abstract, 1978, 15, pp.319-368.
[66] GEOLOGICAL SOCIETY ENGINEERING GROUP WORKING PARTY. The description of rock masses for engineering purposes. In: Quarterly Journal of Engineering Geology, 1977, 10, pp.355-388.
[67] LAUBSCHER, D.H. A geomechanics classification system for the rating of rock mass in mine design. In: SAIMM, October 1990.
[68] VALENTINE, S. and NORBURY, D.R. Measurement of total core recovery — dealing with core loss and gain. In: QJEGH, 2011, 44, pp.397-403.
[69] BIENAWSKI, Z.T. Rock mechanics design in mining and tunnelling. Rotterdam: Balkema, 1984.
[70] DEERE, D.U. and DEERE, D.W. The rock quality designation (RQD) index in practice. In: Rock Classification Systems for Engineering Purposes. ASTM STP984. Philadelphia: ASTM, 1988.
[71] KULANDER, B.R., DEAN, S.L. and WARD, B.J. Fractured core analysis: interpretation, logging and use of natural and induced fractures in core. In: AAPG Methods in Exploration Series, No.8. Tulsa, Oklahoma: American Association of Petroleum Geologists, 1990.
[72] NORBURY, D.R., CHILD, G.H. and SPINK, T.W. A critical review of Section 8 (BS 5930, 1981), Soil and rock descriptions. (Geological Society Engineering Geology Publication, No. 2.) In: Proceedings of 20th Regional Meeting Engineering Group, Guildford. London: The Geological Society, 1986.
[73] BIENAWSKI, Z.T. Engineering rock mass classification. Chichester: John Wiley & Sons, 1989.
[74] LUNNE, T., ROBERTSON, P.K. and POWELL, J.J.M. CPT in geotechnical practice. London: E. and F.N. Spon, 1997.
[75] GEOLOGICAL SOCIETY ENGINEERING GROUP WORKING PARTY. The preparation of maps and plans in terms of engineering geology. In: Quarterly Journal of Engineering Geology, 1972, 5, pp.297-367.
[76] BUTCHER, A.P., McELMEEL, K. and POWELL, J.J.M. Dynamic probing and its use in clay soils. In: Proceedings of International Conference on Advances in site investigation practice, London, ICE, March 1995. London: Thomas Telford, 1995, pp.383-395.
[77] DEPARTMENT FOR TRANSPORT and HIGHWAYS AGENCY. Design manual for roads and bridges, Vol 7: Pavement design and maintenance. London: DOT, latest update 2014.48)
[78] BOOTH, J., KEETON, G.P. and GOSLING, R.C. Some observations on determining CBR and the use of stiffness as an alternative. In: Advances in Transportation Geotechnics — Proceedings of 1st International Conference on Transportation Geotechnics. Nottingham: August 2008, CRC Press/Balkema 2008, pp.701-706.
[79] ROBERTSON, P.K., LUNNE, T. and POWELL, J.J.M. Applications of penetration tests for geoenvironmental purposes. In: Proceedings of Institute of Civil Engineers on Advances in site investigation practice. London: Thomas Telford, 1995, pp.407-420.
[80] MEIGH, A.C. Cone penetration testing, methods and interpretation. London: CIRIA, 1987.
[81] BJERRUM, L. Problems of soil mechanics and construction on soft clays and structurally unstable soils (collapsible, expansive and others). In: Proceedings of 8th International Conference on Soil Mechanics And Foundation Engineering, Moscow. Moscow: USSR National Society for Soil Mechanics and Foundation Engineering, 1973, 2.3, pp.111-159. General Report.
[82] AAS, G., LACASSE, S., LUNNE, T. and HOEG, K. Use of in-situ tests for foundation design on clay. In: Proceedings of ASCE Conference In-situ, 86, Use of in-situ tests in Geotechnical engineering. Blacksburg, Virginia. New York: ASCE, 1986, pp.1-30.
[83] NEW ZEALAND GEOTECHNICAL SOCIETY INC. Guideline for hand held shear vane test. New Zealand: New Zealand Geotechnical Society, 2001
[84] MAIR, R.J. and WOOD, D.M. Pressuremeter testing, methods and interpretation. London: CIRIA, 1987.
[85] BAGUELIN, F., JEZEQUEL, J.F. and SHIELDS, D.H. The pressuremeter and foundation engineering. Clausthal-Zellerfeld, Germany: Trans Tech Publication, 1978.
[86] CLARKE, B.G. Pressuremeters in geotechnical design. London: Blackie Academic and Professional, 1994.
[87]WINDLE, D. and WROTH, C.P. Use of self-boring pressuremeter to determine the undrained properties of clays. In: Ground Engineering, 1977, 10(6), pp.37-46.
[88] WITHERS, N.J., SCHAAP, L.H.J. and DALTON, C.P. The development of a full displacement pressuremeter. Pressuremeter and its marine applications. In: Proceedings of 2nd International Symposium, Texas A & M, 1986, ASTM STP 950, pp.38-56.
[89] CLARKE, B.G. and SMITH, A. A model specification for radial displacement measuring Pressuremeters. In: Ground Engineering, 1992, 25(2), pp.28-38.
[90] MARSLAND, A. and RANDOLPH, M.F. Comparison of the results from pressuremeter tests and large in-situ plate tests in London clay. In: Geotechnique, 1977, 27, pp.217-243.
[91] JARDINE, R.J. Non-linear stiffness parameters from undrained pressuremeter tests. In: Canadian Geotechnical Journal, 1992, 29, pp.436-447.
[92] POWELL, J.J.M. and SHIELDS, C.H. Field studies of the full displacement pressuremeter in clays. In: Proceedings of 4th International Symposium on Pressuremeters (ISP4), The Pressuremeter and its new avenues. Canada: Sherbrooke, May 1995. Rotterdam: Balkema, 1995, pp.239-248.
[93] HUGHES, J.M.O., WROTH, C.P. and WINDLE, D. Pressuremeter tests in sands. In: Geotechnique, 1977, 27(4), pp.455-477.
[94] POWELL, J.J.M. and SHIELDS, C.H. The cone pressuremeter — a study of its interpretation in Holmensand. In: Proc. XlVth ICSMFE, Hamburg. Rotterdam: Balkema, 1997, pp.573-576.
[95] MINDATA PTY LTD. CSIRO HI stress gauge field manual. North Ryde, Australia: CSIRO, 1987.
[96] WHITTLESTONE, A.P. and C. LJUNGGREN, C. A new technique for in-situ stress measurement by overcoring. Advances in site investigation practice. London: Thomas Telford, 1995.
[97] HAIMSON, B.C. The hydrofracturing stress measuring method and recent field results. In: Int. J. Rock Mech. Min. Sci, August 1978, 15(4).
[98] TEDD, P., POWELL, J.J.M., CHARLES, J.A. and UGLOW, I.M. In-situ measurement of earth pressure using push-in spade-shaped pressure cells; Ten years experience, in: Proceedings of Conference on Instrumentation in Geotechnical Engineering. Nottingham: Thomas Telford, 1989, pp.701-715.
[99] WATTS, K.S. Evaluation of the BRE miniature push-in pressure system for in-situ measurement of vertical and horizontal stress from a borehole. In: Proceedings of 3rd International Symposium on Field Measurements in Geomechanics, Oslo, Norway: Balkema, 1991, pp.273-282.
[100] BJERRUM, L and ANDERSON, K.H. In-situ measurement of lateral pressures in clay. In: Proceedings of 5th European Conference on Soil Mechanics and Foundation Engineering. Madrid: Sociedad Espanola de Mecanica del Suelo y Cimentaciones, 1972.
[101] POWELL, J.J.M., MARSLAND, A., LONGWORTH, T.I. and BUTCHER, A.P. Engineering Properties of Middle Chalk encountered in investigations for roads near Luton, Bedfordshire. In: Proceedings of International Chalk Symposium, Brighton Polytechnic. London: Thomas Telford, 1989, pp.325-339.
[102] MARSLAND, A. and POWELL, J.J.M. Field and laboratory investigations of the clay tills at the Building Research Establishment test site at Cowden, Holderness. In: Proceedings of International Conference on Construction in Glacial Tills and Boulder Clays, 12-14 March 1985. Edinburgh: Engineering Technics Press, 1985, pp.147-168.
[103] MARSLAND, A. Clays subjected to in-situ plate tests. In: Ground Engineering. 1972, 5(6), pp.24-31.
[104] MARSLAND, A. and EASON, B.J. Measurement of displacement in the ground below loaded plates in deep boreholes. In: Field Instrumentation in Geotechnical Engineering. British Geotechnical Society. London: Butterworths, 1973, pp.304-317.
[105] INTERNATIONAL SOCIETY FOR ROCK MECHANICS. Suggested method for performance of in-situ direct shear tests. (Prepared by V.V. Deere and A.K. Kuhn.) Illinois: Urbana, 1971.
[106] MARSLAND, A. Measurements of effective strength parameters of stiff fissured clays using large fin-situ boxes. In: Proceedings of Conference on Field testing in engineering geology, Geological Society. Engineering Geology Special Publication, September 1988, 6, pp.217-228.
[107] PATTON, F.D. Multiple modes of shear failure in rock. In: Proceedings of 1st Congress of International Society for Rock Mechanics, Lisbon. Lisbon: Laboratorio Nacional de Engenharia Civil (LNEC) [International Society for Rock Mechanics], 1966, 1, pp.509-513.
[108] LADANYI, B. and G. ARCHAMBAULT. Simulation of shear behaviour of a jointed rock mass. In: W.H. SOMERTON, ed. Rock mechanics theory and practice. New York: AIMMPE, 1970, pp.105-125.
[109] BARTON, N.R. A relationship between joint roughness and joint shear strength. In: Proceedings of Symposium of International Society for Rock Mechanics, Nancy, 1971, Paper 1-8.
[110] BISHOP, A.W. and LITTLE, A.L. The influence of the size and orientation of the sample on the apparent strength of the London Clay at Maldon, Essex. In: Proceedings of Geotechnical Conference, Oslo. Oslo: Norwegian Geotechnical Institute (NGI), 1967, 1, pp.89-96.
[111] HVORSLEV, J. Time lag and soil permeability in ground water observations. In: US Waterways Experiment Station Bulletin. Vicksburg: US Army Corps of Engineers, 1951, 36.
[112] DUNNICLIFF, J. Geotechnical instrumentation for monitoring field performance. London: John Wiley, 1988, 577.
[113] INSTITUTION OF CIVIL ENGINEERS. Geotechnical instrumentation in practice. Purpose, performance and instrumentation. In: Proceedings of Conference. London: Thomas Telford, 1990, 839.
[114] INSTITUTION OF CIVIL ENGINEERS. ICE manual of geotechnical engineering, Volume II. London: Thomas Telford, 2012.
[115] INSTITUTION OF CIVIL ENGINEERS. Monitoring underground construction. A best practice guide. London: Thomas Telford, 2011.
[116] TERZAGHI, K. and PECK, R.B. Soil mechanics in engineering practice. London: Wiley, 1948.
[117] GIBSON, R.E. An analysis of system flexibility and its effect on time lag in pore pressure measurement. In: Geotechnique, 1963. Vol 13, No 1, pp.1-11.
[118] BISHOP, A.W., KENNARD, M.F. and VAUGHAN, P.R. Developments in the measurement and interpretation of pore pressure in earth dams. In: Transcript of 8th International Congress on Large Dams. Vol 1, 1964, pp.47-71.
[119] RIDLEY, A.M., DINEEN, K., BURLAND, J.B. and VAUGHAN, P.R. Soil matrix suction: some examples of its measurement and application in geotechnical engineering. In: Gèotechnique, 2003. Vol 53, No 12, pp.241-253.
[120] BLACK, W.H., PATTON, F.D. and SMITH, H.R. Proceedings of the NGWA conference on surface and borehole geophysical methods and ground water instrumentation. Denver, CO, October, 1986.
[121] PENMAN, A.D. A study of the response times of various types of piezometers. In: Proceedings of Conference on Pore Pressures and Suction in Soils. London. Butterworth. 1960, pp.53-58.
[122] PARRY, R.G.H. A simple driven piezometer. In: Geotechnique, 1971, Vol 21, pp.163-167.
[123] VAUGHAN, P.R. A note on sealing piezometers in boreholes. In: Geotechnique, 1969, Vol 19, No 3, pp.405-413.
[124] CONTRERAS, I.A., GROSSER, A.T. and VER STRATE, R.H. The use of the fully grouted method for piezometer installation. Part 1 and Part 2. In: Geotechnical News, Vol 26, No 2, pp.30-37.
[125] WAN, M.S.P. and STANDING, J.R. Lessons learnt from installation of field instrumentation. In: Proc. ICE, Geotechnical Engineering, 2014, Vol 167, Issue GE5, pp.491-506.
[126] RIDLEY, A.M., BRADY, K.C. and VAUGHAN, P.R. Field measurement of pore water pressures. TRL Report TRL555. Crowthorne: TRL, 2003.
[127] MIKKELSEN, P.E. Cement-bentonite grout backfill for borehole instruments. In: Geotechnical News, December 2002, Vol 20, No 4, pp.38-42.
[128] MIKKELSEN, P.E. Advances in inclinometer data analysis. Field measurements in geomechanics. Ed. Myrvoll. 2003, pp.555-567.
[129] ASSOCIATION OF GEOTECHNICAL AND GEOENVIRONMENTAL SPECIALISTS. General laboratory safety. Beckenham: AGS, 2014.
[130] GREAT BRITAIN. Health and Safety at Work etc. Act 1974. London: HMSO.
[131] HEAD, K.H. Manual of soil laboratory testing. Volume 1: soil classification and compaction tests. Third edition. Dunbeath: Whittle Publishing, 2006.
[132] HEAD, K.H. and EPPS, R.J. Manual of soil laboratory testing. Volume 2: permeability, shear strength and compressibility tests. Third edition. Dunbeath: Whittle Publishing, 2011.
[133] HEAD, K.H. and EPPS, R.J. Manual of soil laboratory testing. Volume 3: effective stress tests. Third edition. Dunbeath: Whittles Publishing, 2013.
[134] BUILDING RESEARCH ESTABLISHMENT. Sulphate and acid attack on concrete in the ground. Recommended procedure for soil analysis. BR279. Watford: BRE, 1995.
[135] Reid, J.M., Czerewko, M.A. and Cripps, J.C. Sulfate specification for structural backfills. TRL Report 447 (updated). Wokingham: TRL, 2005.
[136] BOWLEY, MJ. Analysis of sulphate-bearing soils. IP6/79. Watford: BRE, 1979.
[137] ATKINSON, J.H. and DAVISON, LR. Continuous oedometer tests. In: Quarterly Journal of Engineering Geology, 23, 1990, pp.347-355.
[138] OLSEN, H.W., NICHOLS, R.W. and RICE, T.L. Low gradient permeability measurements in a triaxial system. In: Geotechnique, 35, 1985, pp.145-157.
[139] HOBBS, P.R.N., JONES, L.D., KIRKHAM, M.P., ROBERTS, P., HASLAM, E.P. and GUNN, D.A. A new apparatus for determining the shrinkage limit of clay soils. In: Geotechnique, 64, 3, 2013, pp.195-203.
[140] BUILDING RESEARCH ESTABLISHMENT. A method of determining the state of desiccation in clay soils. IP4I93. Watford: BRE, 1993.
[141] BJERRUM, L and LANDVA, A. Direct simple-shear tests on a Norwegian quick clay. In: Geotechnique, 16 (1), 1966, pp.1-20.
[142] ANDERSEN, K.H., KLEVEN, A. and HEIEN, D. Cyclic soil data for design of gravity structures. In: American Society of Civil Engineers Proceedings, May 1988, 114 (5), pp.517-539.
[143] LEONG, E.C., BYUNT, T.T. and RAHARDJO. Triaxial testing of unsaturated soils. In: LALIUI, L and FERRARI, A., eds. Multiphysical testing of soils and shales. (Springer Series in Geomechanics and Geoengineering.) 2013, pp.33-44.
[144] AMERICAN PETROLEUM INSTITUTE. Recommended practices for core analysis — Recommended practice 40. Second edition. Washington D.C.: API, 1998.
[145] DYVIK, R. and MADSHUS, C. Laboratory measurements of Gmax using bender elements. In: Proceedings of the American Society of Civil Engineering, ASCE Annual Convention on Advances in Art of Testing Soils under Cyclic Conditions, Detroit, October, 1985.
[146] DYVIK, R. and OLSEN, T.D. Gmax measured in oedometer and direct simple shear tests using bender elements. In: NGI Publication, 1989, No 181.
[147] LEONG, E.C., YEO, S.H. and RAHARDJO. Measuring shear wave velocity using bender elements. In: American Society of Civil Engineering Geotechnical. Testing Journal, 2005, 28(5), pp.488-498.
[148] SANTAMARINA, J.C., KLEIN, K.A. and FAM, M.A. Soils and waves. New York, USA: John Wiley & Sons, 2001.
[149] GREAT BRITAIN. Management of Health and Safety at Work Regulations 1999. London: The Stationery Office.
[150] GREAT BRITAIN. Work at Height Regulations 2005. London: The Stationery Office.
[151] GREAT BRITAIN. Provision and Use of Work Equipment Regulations (PUWER) 1998. London: The Stationery Office.
[152] GREAT BRITAIN. Lifting Operations and Lifting Equipment Regulations (LOLER) 1998. London: The Stationery Office.
[153] GREAT BRITAIN. Manual Handling Operations Regulations 1992. London: HMSO.
[154] GREAT BRITAIN. Control of Noise at Work Regulations 2005. London: The Stationery Office.
[155] GREAT BRITAIN. Control of Vibration at Work Regulations 2005. London: The Stationery Office.
[156] GREAT BRITAIN. Control of Substances Hazardous to Health (COSHH) Regulations (COSHH) 2002. London: The Stationery Office.
[157] GREAT BRITAIN. Confined Spaces Regulations 1997. London: HMSO.
[158] GREAT BRITAIN. Control of Asbestos Regulations 2012. London: HMSO.
[159] Association of Geotechnical and Geoenvironmental Specialists. Site investigation asbestos risk assessment — for the protection of site investigation. Kent: AGS, 2013.
[160] GREAT BRITAIN. New Roads and Street Works Act (NRSWA) 1991. London: HMSO.
[161] GREAT BRITAIN. Street Works (Qualifications of Supervisors and Operatives) (England) Regulations 2009. London: The Stationery Office.
[162] GREAT BRITAIN. Personal Protective Equipment (PPE) at Work Regulations 1992 (as amended). London: HMSO.
[163] HEALTH AND SAFETY EXECUTIVE. Respiratory protective equipment at work. HSG53. London, HSE, 2013.49)
[164] GREAT BRITAIN. Regulatory Reform (Fire Safety) Order 2005. London: The Stationery Office.
[165] GREAT BRITAIN. Dangerous Substances and Explosive Atmospheres Regulations 2002. London: The Stationery Office.
[166] GREAT BRITAIN. Water Resources Act 1991. London: HMSO.
[167] GREAT BRITAIN. Clean Air Act 1993. London: HMSO.
[168] GREAT BRITAIN. Mines and Quarries (Tips) Act 1969. London: HMSO.
[169] Donnelly and Culshaw. Voids, subsidence and their associated geotechnical risks in the areas around Abu Dhabi and Dubai. United Arab Emirates: 2012.
[170] HEALY, P.R. and HEAD, J.M. Construction over abandoned mine workings. CIRIA SP32. London: CIRIA, 1984.
[171] GREAT BRITAIN. Control of Pollution Act 1974. London: HMSO.
Further reading
Environment Agency & English Heritage. Guidance on assessing the risk posed by land contamination and its remediation on archaeological resource management. EA Science Report P5-077/SR, 4.1, 2015.