References - Elements of Soil Mechanics - page 462

Coulomb, C.A. (1766) Essais sur une application des règles des maxims et minimis à quelques problèmes de statique
relatifs à l'architecture. Mem. Acad. Roy. Pres. Divers, Sav . 5, 7, Paris.
Culmann, K. (1866) Die Graphische Statik, Section 8, Theorie der Stütz und Futtermauern . Meyer and Zeller, Zurich.
Darcy, H. (1856) Les Fontaines Publiques de la Ville de Dijon . Dalmont, Paris.
Dean, T.J., Bell, J.P. and Baty, A.J.B. (1987) Soil moisture measurement by an improved capacitance technique, Part 1.
Sensor design and performance. Jour. Hydrology , 93, pp. 67-78.
De Beer, E.E. (1963) The scale effect in the transposition of the results of deep sounding tests on the ultimate bearing
capacity of piles and caisson foundations. Géotechnique , 13, (1), pp. 39-75.
De Beer, E.E. (1970) Experimental determination of the shape factor and the bearing capacity factors for sand. Géo-
technique , 20, (4), pp. 387-411.
De Beer, E.E. and Martens, A. (1957) Method of computation of an upper limit for the influence of the homogenity of
sand layers in the settlement of bridges. Proc. 4th Int. Conf. ISSMFE , 1, London.
De Cock, F., Legrand, C. and Huybrechts, N. (2003) Axial static pile load test in compression or in tension - Recom-
mendations from ISSMGE subcommittee ERTC 3 - Piles. Proc. 13th Eur. Conf. Soil Mech. and Geotech. Enging , 3,
pp. 717-741, Prague.
Department of Transport (1978) Reinforced Earth Retaining Walls and Bridge Abutments for Embankments . Technical
Memorandum (Bridges) BE 3/78, revised 1987.
Dunnicliff, J. (1993) Geotechnical Instrumentation for Monitoring Field Performance . John Wiley & Sons, Chichester.
Fadum, R.E. (1948) Influence values for estimating stresses in elastic foundations. Proc. 2nd Int. Conf. ISSMFE , Rot-
terdam, 3.
Fellenius, W. (1927) Erdstatische Berechnungen . Ernst, Berlin.
Fellenius, W. (1936) Calculation of stability of earth dams. Trans. 2nd Congress on Large Dams .
Fox, E.N. (1948) The mean elastic settlement of a uniformly loaded area and its practical significance. Proc. 2nd Int.
Conf. ISSMFE , Rotterdam.
Frank, R., Bauduin, C., Driscoll, R., Kavvadas, M., Krebs Ovesen, N., Orr, T. and Schuppener, B. (2004) Designer's Guide
to EN 1997-1, Eurocode 7: Geotechnical Design - General Rules . Thomas Telford, London.
Fredlund, D.G., Rahardjo, H. and Fredlund, M.D. (2012) Unsaturated Soil Mechanics in Engineering Practice . John Wiley
& Sons, New York.
Gassler, G. (1990) 'In-situ techniques of reinforced soil'. In: Performance of Reinforced Soil Structures . (Edited by A.
McGown, K.C. Yeo and K.Z. Andrawes.). Thomas Telford, London, pp. 185-196.
Gibbs, H.J. and Holtz, W.G. (1957) Research on determining the density of sands by spoon penetration test. Proc. 4th
Int. Conf. ISSMFE , 1, London.
Gibson, R.E. (1958) The progress of consolidation in a clay layer increasing in thickness with time. Géotechnique , 8,
pp. 171-182.
Gibson, R.E. and Lumb, P. (1953) Numerical solution for some problems in the consolidation of clay. Proc. Inst. Civ.
Engrs , Part 1, London.
Hansen, J.B. (1957) Foundation of structures - General report. Proc. 4th Int. Conf. ISSMFE , London.
Hansen, J.B. (1970) A revised and extended formula for bearing capacity. Danish Geotech. Inst ., Bulletin 28, Copenhagen.
Head, K.H. (1992) Manual of Soil Laboratory Testing . Vols 1, 2 and 3 (1,238 pp.). Pentech Press, London.
Henkel, D.J. (1965) The shear strength of saturated remoulded clays. Proc. Res. Conf. on Shear Strength of Cohesive
Soils . ASCE, Boulder, Colorado.
Her Majesty's Stationery Office (1952) Soil Mechanics for Road Engineers . HMSO, London.
Hicks M. (2013). An explanation of characteristic values of soil properties in Eurocode 7, in Modern Geotechnical Design
Codes of Practice (Eds P. Arnold et al .). IOS Press, Amsterdam.
Highways Agency, Scottish Executive, Welsh Assembly Government and The Department for Regional Development
Northern Ireland (2006) Design Manual for Roads and Bridges, Section 2 Pavement Design and Construction, HD
24/06 ; Volume 7, Pavement design and maintenance. The Stationery Office, London.
Highways Agency, Scottish Executive, Welsh Assembly Government and The Department for Regional Development
Northern Ireland (2009a) Manual of Contract Documents for Highway Works, MCHW 1; Specification for Highway
Works: Series 600 . Earthworks, London.
Highways Agency, Scottish Executive, Welsh Assembly Government and The Department for Regional Development
Northern Ireland (2009b) Manual of Contract Documents for Highway Works, MCHW 2; Notes for Guidance on the
Specification for Highway Works: Series NG 600 . Earthworks, London.
Highways Agency, Scottish Executive, Welsh Assembly Government and The Department for Regional Development
Northern Ireland (2013) Design Manual for Roads and Bridges . The Stationery Office, London.
Institution of Structure Engineers (1951) Earth Retaining Structures . CP2. Institution of Structure Engineers, London.
ISSMFE (1985) Lexicon in Eight Languages . Publication of theInternational Society for Soil Mechanics and Foundation
Engineering.