Skempton A. W. 1954. The Pore-pressure Coefficient A And B.

Alonso, E.E., Gens, A. and Hight, D.W. (1987) 'Special problem soils'. General Report. Proc 9th Eur. Conf. Soil Mech., 3, Dublin.

Alonso, E.E., Gens, A. and Josa, A. (1990) 'A constitutive model for partially saturated soils', Geotechnique, 40, (3).

American Society for Testing and Materials (1980) Natural building stones, soil and rock. Annual book of ASTM Standards. Philadelphia, Pennsylvania.

Atkinson, J.H. and Bransby, P.L. (1978) The mechanics of soils - an introduction to critical state soil mechanics. McGraw-Hill, London

Atterberg, A. (1911) Die Piastizitat der Tone. Int. Mitt, für Bodenkunden, I; (1) 10-43, Berlin.

Attcwell, P. (1993) Ground pollution: Environment, geology, engineering and law. E & FN Spon, London.

Baird, H.G. (1988) 'Earthworks control - assessment of "suitability"'. Ground Engineering, 22, (4), Brentwood, Essex.

Barden, L. (1965) 'Consolidation of compacted and unsaturated clay'. Geotechnique, 15, (3).

Barden, L. (1974) 'Sheet pile wall design based on Rowe's method'. Part III of the CIRIA Technical Report No. 54 - 'A comparison of quay wall design methods', London.

Barron, R.A. (1948) 'Consolidation of fine grained soils by drain wells'. Transactions ASCE, 113.

Bazaraa, A.R.S.S. (1967) The use of the standard penetration test for estimating settlements of shallow foundations on sand. PhD Thesis, University of Illinois.

Begemann, H.K.S. (1965) 'The friction jacket cone as an aid in determining the soil profile'. Proc. 6th Int. Conf. ISSMFE, 1, pp. 17-20, Montreal.

Bell, A.L. (1915) 'Lateral pressure and resistance of clay and the supporting power of clay foundations'. Minutes Proc. Inst. Civil. Engrs, London.

Bell, J.P., Dean, T.J. and Hodnett, M.G. (1987) 'Soil moisture measurement by an improved capacitance technique, Part II. Field techniques, evaluation and calibration'. Jour. Hydrology, 93, pp. 79-90.

Berezantzev, V.G., Khristorforov, V. and Golubkov, V. (1961) 'Load bearing capacity and deformation of piled foundations'. Proc. 5th Int. Conf. ISSMFE, 2, pp. 11-15, Paris.

Bertam, G.E. (1940) An experimental investigation of protective filters. Harvard Graduate School of Engineering. Pub. No. 267.

Biot, M. A. (1941) 'General theory of three dimensional consolidation'. Jour. Appl. Phys.

Bishop, A.W. (1948) 'A new sampling tool for use in cohesionless sands below ground water level'. Geotechnique, 1, pp. 125-31.

Bishop, A.W. (1954) 'The use of pore-pressure coefficients in practice'. Geotechnique, 4, (2).

Bishop, A.W. (1955) 'The use of the slip circle in the stability analysis of slopes'. Geotechnique, 5, (1).

Bishop, A.W. (1960) 'Opening discussion'. Proc. Conf. on Pore Pressure and Suction in Soils. Butterworth, London.

Bishop, A.W. (1966) 'The strength of soils as engineering materials'. Geotechnique, 16, (2).

Bishop, A.W., Alpan, I., Blight, G.E. and Donald, I.B. (1960) 'Factors controlling the strength of partially saturated cohesive soils'. Proc. of Research Conf. on Shear Strength of Cohesive Soils, ASCE, Colorado.

Bishop, A.W. and Morgenstern, N. (1960) 'Stability coefficients for earth slopes'.Geotechnique, 10, (4).

Bishop, A.W. and Henkel, D.J. (1962) The measurement of soil properties in the triaxial test. Edward Arnold, London.

Bishop, A.W. and Blight, G. E. (1963) 'Some aspects of effective stress in saturated and partially saturated soils'. Geotechnique, 13, (3).

Bishop, A.W., Green, G.E., Garga, V.K., Andresen, A. and Brown, J.D. (1971) 'A new ring shear apparatus and its application to the measurement of residual strength'. Geotechnique, 21, (4).

Bishop, A.W. and Blight, G.E. (1963) 'Some aspects of effective stress in saturated and partly saturated soils'. Geotechnique, 40, (3).

Black, W.P.M. ( 1979) The strength of clay subgrades: its measurement by a penetrometer. Department of Environment, Department of Transport, TRRL Report LR901. Crowthorne, Berks.

Black, W.P.M. and Lister. N.W. (1979) The strength of clay fill subgrades: its prediction in relation to road performance. Department of Environment, Department of Transport, TRRL Report LR889, Crowthorne, Berks.

Boussinesq, J. (1885) Application des potentiels à letudé de l'équilibre et de mouvement des solides élastiques. Gauthier-Villard, Paris.

Bowles, J.E. (1982) Foundation analysis and design. (3rd edn) McGraw-Hill Book Co., New York.

Bozozuk, M. (1962) 'Soil shrinkage damages shallow foundations at Ottawa'. Engng. Jour. Can. Soc. Civ. Engrs, 45.

British Standards Institution (1981) Code of practice for site investigations. BS 5930. London.

British Standards Institution (1986) Code of practice for foundations. BS 8004. London.

British Standards Institution (1990) British Standard methods of test for soils for civil engineering purposes. BS 1377. London.

British Standards Institution (1994) Code of practice for earth retaining structures. BS 8002. London.

British Standards Institution (1995) Code of practice for strengthened! reinforced soils and other fills. BS 8006. London.

British Steel (1997) British steel piling handbook. 7th edn. British Steel, Scunthorpe.

Brown, J.D. and Meyerhof, G.C. (1969) 'Experimental study of bearing capacity in layered clays'. Proc. 7th Int. Conf. ISSMFE, 2, pp. 45-51, Mexico City.

Broms, B.B. (1966) 'Methods of calculating the ultimate bearing capacity of piles, a summary'. Sols-Soils, 5, (18 and 19), pp. 21-31.

Broms, B.B. (1977) 'Polyester fabric as reinforcement in soil'. Int. Conf. on the Use of Fabrics in Geotechnics, 1, pp. 123-128. LCPC and ENPC, Paris.

Burland, J.P. and Wroth, C.P. (1974) 'Settlement of buildings and associated damage'. Proc. Conf. on Settlement of Structures, British Geotech. Soc., Pentech Press, London.

Burland, J.B, Potts, D.M. and Walsh, N.M. (1981) 'The overall stability of free and propped embedded cantilever retaining walls', Ground Engineering, 14, (5), London, pp. 28-38.

Cairney, T. (1993) Contaminated land: Problems and solutions. Blackie Academic, London.

Campbell, G.S. and Gee, G.W. (1986) Water potential: miscellaneous methods. In Methods of Soil Analysis. Part 1. Physical and Mineralogical Methods - Agronomy Monograph No. 9. 2nd edn. American Society of Agronomy-Soil Science Society of America.

Casagrande, A. (1936) The determination of the preconsolidation loads and its practical significance. Proc. 1st Int. Conf. ISSMFE, 3, pp. 60-64, Harvard University, Cambridge, Mass.

Casagrande, A. (1937) 'Seepage through earth dams'. Jour. New England Water Works Association, 51, (2). Reprinted in Harvard University Publ. No. 209 (1937) and in 1940 in Contributions to soil mechanics 1925-1940, Boston Society of Civil Engineers, Boston.

Casagrande, A. (1947) 'Classification and identification of soils'. Proc. Am. Soc. Civ. Engrs, 73.

Casagrande, L. (1947) The application of electro-osmosis to practical problems in foundations and earthworks. Department Scientific and Industrial Res., Building Res. Tech. Paper No. 30, HMSO, London.

Charles, J.A., Skinner, H.D. and Watts, K.S. (1998) 'The specification of fills to support buildings on shallow foundations: the "95% fixation'". Ground Engineering, January, London.

Charles, J. A. and Burford, D. (1987) 'Settlement and ground water in opencast mining backfills'. Ground water effects in geotechnical engineering. Proc. 9th Int. Conf. ISSMFE, Dublin, Vol 1.

Clayton, C.R.I. (1993) Retaining structures. Proceedings of the conference held by ICE, at Cambridge, July 1992, Thomas Telford, London.

Clayton, C.R.I. (1995) The standard penetration test (SPT): methods and use. CIRIA Report 143, London.

Clayton, C.R.I, and Jukes, A.W. (1978) 'A one-point cone penetrometer liquid limit test'. Geotechnique, 28, (4), p. 469.

Clayton, C.R.I., Matthews, M.C. and Simons, N.E. (1995). Site investigation: A handbook for engineers. 2nd edn. Blackwell Science, Oxford.

Coffman, B.S. (1960) Estimating the relative density of sands. Civ. Engng., New York.

Coleman, J.D. (1962) 'Stress strain relations for partly saturated soil'. Correspondence in Geotechnique, 12, (4).

Coulomb, C.A. (1766) 'Essais sur une application des regies des maxims et minimis a quelques problemes de statique relatifs a l'architecture'. Mem. Acad. Roy. Pres. Divers, Sav. 5,7, Paris.

Crandall, S.H. (1956) Engineering analysis. Addison Wesley, Reading, Mass.

Crank, J. and Nicolson, P. (1947) 'A practical method for numerical evaluation of partial differential equations of the heat conduction type'. Proc. Camb. Phil. Soc. Math. Phys. Sci.

Croney, D. and Coleman, J.D. (1953) 'Soil moisture suction properties and their bearing on the moisture distribution in soils'. Proc 3rd Int. Conf. ISSMFE, Zurich.

Croney, D. and Coleman, J.D. (1958) Field studies of the movement of soil moisture. Tech. Paper No. 41, DSIR, London.

Croney, D. and Coleman, J.D. (1960) 'Pore pressure and suction in soil'. Proc. Conf. on Pore Pressure and Suction in Soils. Butterworth, London.

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. 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'. Geotechnique, 13, (1).

De Beer, E.E. (1970) 'Experimental determination of the shape factor and the bearing capacity factors for sand'. Geotechnique, 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.

Department of Transport (1978) Reinforced earth retaining walls and bridge abutments for embankments. Technical Memorandum (Bridges) BE 3/78, revised 1987.

Department of Transport, Scottish Office Industry Department, The Welsh Office, The Department of the Environment for Northern Ireland (1991a). Manual of contract documents for highway works: Specification for highway works: Volume 1. Series 600: Earthworks, HMSO, London.

Department of Transport, Scottish Office Industry Department, The Welsh Office, The Department of the Environment for Northern Ireland (1991b). Manual of contract documents for highway works: Notes for guidance on the Specification for highway works: Volume 2. Series NG 600: Earthworks, HMSO, London.

Department of Transport, Scottish Office Industry Department, The Welsh Office, The Department of the Environment for Northern Ireland (1991c). Earthworks: Design and preparation of contract documents, HA 44/91. Chapter 4; Design manual for roads and bridges, Volume 4, Geotechnics and drainage, HMSO, London.

Dumbleton, M.J. and West, G. (1970) Air-photograph interpretation for road engineers in Britain. Transport and Road Research Laboratory Report LR369, Crowthorne, Berks.

Dunnicliff, J. (1988) Geotechnical investigation monitoring field performance. John Wiley & Sons, Chichester.

Escario, V. and Juca, A. (1989) 'Strength and deformation of partly saturated soils'. Proc. 12th Int. Conf. ISSMFE, Rio de Janeiro, Vol. 1.

Fadum, R.E. (1948) 'Influence values for estimating stresses in elastic foundations'. Proc. 2nd Int. Conf. ISSMFE, Rotterdam, 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.

Fredlund, D.G. and Morgenstern, N.R. (1977) 'Stress state variables for unsaturated soils.' Jour. Geotech. Eng. Div. ASCE, 103, (GT5).

Fredlund, D.G., Morgenstern, N.R. and Widger, R.A. (1978) 'The shear strength of unsaturated soils'. Canadian Geotechnical Jour., 15, (3).

Gassier, G. (1990) 'In-situ techniques of reinforced soil'. Performance of reinforced soil structures. (Edited by A. McGowan, K.C. Yeo and K.Z. Andrewes.) Held at University of Strathclyde, 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'. Geotechnique, 8.

Gibson. R.E. and Lumb, P. (1953) Numerical solution for some problems in the consolidation of clay. Proc. Inst. Civ. Engrs, Part 1, London.

Grim, R.E. (1968) Clay mineralogy. 2nd Ed. McGraw-Hill Book Co., New York.

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.

Harr, Milton, E. (1962) Groundwater and seepage. McGraw-Hill Book Co., New York.

Harris, M. (1994) Contaminated land: investigation, assessment and remediation. Thomas Telford, London.

Hazen, A. (1892) 'Some physical properties of sands and gravels with special reference to their use in filtration'. 24th Annual Report, Mass. State Board of Health, Massachusetts.

Head, K.H. (1992) Manual of soil laboratory testing. Vols 1, 2 and 3 (1,238 pps). 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. London.

Hvorslev, M.J. (1949) Subsurface exploration and sampling of soils for civil engineering purposes. Waterways Expt. Sta., US Corps of Engineers, Vicksburg.

Hvorslev, M.J. (1937) On the strength properties of remoulded cohesive soils. (In Danish) Danmarts Naturvidenskabelige Samfubnd. Copenhagen.

Hvorslev, M.J. (1965) 'Physical components of the shear strength of saturated clays'. Proc. Res. Conf. on Shear Strength of Cohesive Soils. ASCE, Boulder, Colorado.

Institution of Civil Engineers (1951) Earth retaining structures. CP2. Institution of Civil Engineers, London.

ISSMFE (1985) Lexicon in eight languages. Pub. Int. Soc. for Soil Mechs. and Found. Engrg.

Jaky, J. (1944) 'The coefficient of earth pressure at rest'. Jour. Soc. Hungarian Architects and Engineers, 78, (22).

Janbu, N. (1957) 'Earth pressure and bearing capacity calculations by generalised procedure of slices'. Proc. 4th Int. Conf. ISSMFE, London.

Jennings, J.E.B. and Burland, J.B. (1962) Limitations to the use of effective stresses in partially saturated soils. Geotechnique XIII(2).

Jones, C.J.F.P. (1996) Earth reinforcement and soil structures. Revised edn. Thomas Telford ASCE Press, London.

Jugenson, L. (1934) 'The application of theories of elasticity and plasticity to foundation problems'. Proc. Boston Soc. Civil Engrs, Boston.

Jumikis, A.R. (1962) Soil mechanics. Van Nostrand, New York, London.

Kerisel, J. and Absi, E. (1990) Active and passive earth pressure tables. 3rd edn. Balkema, Rotterdam.

Kjellman, W., Kallstenius, T. and Wager, O. (1950) 'Soil sampler with metal foils'. Proc. Royal Swed. Geot. Inst., No. 1.

Lake, J.R. (1963) 'A full-scale experiment to determine the effectiveness of vertical sand drains in peat under a road embankment in Dunbartonshire, Scotland'. Euro. Conf. Soil Mechs and Found. Engng., Weisbaden, Germany. Lambe, T.W. (1964) 'Methods of estimating settlement'. Conf. on the Design of

Foundations for Control of Settlements. Jour. ASCE, 90, (SM5). Lambe, T.W. (1967) 'Stress path method'. Jour. ASCE, 93, (SM6). Leibmann, G. (1955) 'The solution of transient heat flow and heat transfer problems by relaxation'. Br. Jour. Appld. Physics. Logan, J. (1964) 'Estimating transmissibility from routine production tests of water wells'. Ground Water, 1, 35-37. Loudon, A.G. (1952) 'The computation of permeability from simple soil tests'.

Geotechnique, 2, London. Lousberg, M., Calembert, L. et al. ( 1974) 'Penetration testing in Belgium'. State of the art report, Euro. Symp. on Penetration Testing, Swedish Geotech. Soc., National Swedish Building Research Publication, 1, pp. 7-17. Lumb, P. (1963) Rate of settlement of a clay layer due to a gradually applied load. Civ.

Engine. Pub. Works Review. London. Marshall, T.J. (1958) 'A relation between permeability and size distribution of pores',

Soil Science, 9, (8), pp. 1-8. Matyas, E.L. and Radhakrishna, H.S. (1968) 'Volume change characteristics of partially saturated soils'. Geotechnique, 18, (4), pp. 432-448. Meigh, A.C. (1987) Cone penetration testing methods and interpretation. CIRIA,

Butterworth, London. Meigh, A.C. and Skipp, B.O. (1960) 'Gamma-ray and neutron methods of measuring soil density and moisture'. Geotechnique, 10, (2). Meigh, A.C. and Nixon, I.K. (1961) 'Comparison of in situ tests for granular soils'.

Proc. 5th Int. Conf. ISSMFE, 1, pp. 449-507, Paris. Meyerhof, G.G. (1951) 'The ultimate bearing capacity of foundations'. Geotechnique, 1, (4), pp. 301-332.

Meyerhof, G.G. (1953) 'The bearing capacity of foundations under eccentric and inclined loads'. Proc. 3rd Int. Conf. ISSMFE, Zurich. Meyerhof, G.G. (1956) 'Penetration tests and bearing capacity of cohesionless soils'.

Proc. ASCE, Jour. Soil. Mech. Found. Div., 85, (SM6), pp. 1-19. Meyerhof, G.G. (1959) 'Compaction of sands and bearing capacity of piles'. Proc.

ASCE, Jour. Soil Mech. Found. Div., 85, (SM6), pp. 1-30. Meyerhof, G.G. (1963) 'Some recent research on the bearing capacity of foundations'

Canadian Geotech. Jour., 1, (1), pp. 16-23. Meyerhof, G.G. (1974) 'State-of-the-art of penetration testing in countries outside Europe'. Proc. 1st Euro. Symp. on Penetration Testing, 2, pp. 40-48, Stockholm.

Meyerhof, G.G. (1976) 'Bearing capacity and settlement of piled foundations'. Jour.

Geotech. Engng. Div., ASCE, 102, (GT3), pp. 195-228. Murray, R.T. (1980) 'Fabric reinforced earth walls: development of design equations'.

Ground Engineering, 13, (7), Brentwood, Essex. Murray, R.T. and Irwin, M.J. (1981) A preliminary study of TRRL anchored earth. Transport and Road Research Laboratory Supplementary Report 674, Crowthorne, Berks.

Myles, B. and Bridle, R.J. (1991) 'Fired soil nails - the machine'. Ground Engineering,

July/August, London. Newmark, N.M. (1942) Influence charts for computation of stresses in elastic foundations. University of Illinois Engng Exp. Stn., Bull. No. 338.

O'Connor, M.J. and Mitchell, R.J. (1977) 'An extension to the Bishop and Morgenstern slope stability charts'. Canadian Geotechnical Jour., 14, 144-151.

Oliphant, J. and Winter, M.G. (1997) Limits of use of the moisture condition apparatus. Proceedings Institution of Civil Engineers, Transp., 123, 17-29.

Padfield, C.J. and Mair, R.J. (1984) Design of retaining walls embedded in stiff clay. CIRIA Report 104, London.

Palmer, D.J. and Stuart, J.G. (1957) 'Some observations on the standard penetration test and a correlation of the test with a new penetrometer'. Proc. 5th Int. Conf. ISSMFE.

Parry, R.H.G. (1961) 'Triaxial compression and extension tests on remoulded saturated clay'. Geotechnique, 10.

Parsons, A. W. (1976) The rapid determination of the moisture condition of earthwork material. Department of Environment, Department of Transport, TRRL Report LR750, Crowthorne, Berks.

Parsons, A.W. and Boden, J.B. (1979) The moisture condition test and its potentual applications in earthworks. Department of Environment, Department of Transport, TRRL Report SR522, Crowthorne, Berks.

Penman, A.D.M. (1961) 'A study of the response time of various types of piezometer'. Proc. Conf. on Pore Pressure and Suction in Soils. Butterworth, London.

Penman, A.D.M. (1983) 'Latest geotechnical developments relating to embankment dams'. Ground Engineering, 16, (4).

Penman, A.D.M. (1985) 'Tailings dams'. Ground Engineering, 18, (2).

Penman, A.D.M. (1995) 'The effect of gas on measured pore pressures'. Proc. 1st Int. Conf. on Unsaturated Soils. Paris, Vol. 1.

Pokharel, G. and Ochiai, T. (1997) 'Design and construction of a new soil nailing (PAN Wall®) method', Proc 3rd Int. Conf. Ground Improvement Geosyterns. (Edited by M.C.R. Davies and F. Schlosser), London.

Porter, O.J. (1936) 'Studies of fill construction over mud flats including a description of experimental construction using vertical sand drains to hasten stabilisation'. Proc. Int. Conf. ISSMFE., Harvard, USA.

Potts, D.M. and Fourie, A.B. (1984) 'The behaviour of a propped retaining wall: Results of a numerical experiment'. Geotechnique, 34, pp. 383-404.

Poulos, H.G. and Davis, E.H. (1974) Elastic solutions for soil and rock mechanics. John Wiley & Sons Inc., New York.

Powell, W.D., Potter, J.F., Mayhew, H.C. and Nunn, M.E. (1984) The structural design of bituminous roads. Department of Environment, Department of Transport, TRRL Report LR 1132, Crowthorne, Berks.

Prandtl, L. (1921) 'Uber die Eindringungsfestigkeit plastischer Baustoffe and die Festigkeit von Schneiden'. Zeitschrift fur Angewandte Mathematik, 1, (1), pp. 15-20.

Rankine, W.J.M. (1857) 'On the stability of loose earth'. Philosophical Trans. Royal Soc., Part 1, 147, pp. 9-27. London.

RDGC (1991) Renforcement des sols par clouage: Programme Clouterre. Projets Nationaux de Recherche Developement en Genie Civil, Paris.

Richards, B.E. and Trevena, D.H. (1976) 'The measurement of positive and negative pressures in a liquid contained in a Berthelot tube'. Jour, of Physics D: App. Physics, 9.

Richards, B.G. (1974) 'Behaviour of unsaturated soils'. Soil mechanics - new horizons. (Edited by I.K. Lee.) Elsevier, New York.

Ridley, A.M. and Burland, J.B. (1993) 'A new instrument for the measurement of soil moisture suction'. Geotechnique, 43, (2).

Ridley, A.M. and Wray, W.K. (1995) 'Suction measurement: A review of current theory and practices'. Proc. 1st. Int. Conf. on Unsaturated Soils. Paris, Vol. 3

Road Research Laboratory (1952) Soil mechanics for road engineers. Department of Scientific and Industrial Research. HMSO. London.

Road Research Laboratory, (1970). Note 29 A guide to the structural design of pavements. Department of Environment. HMSO. London.

Roscoe, K.H., Schofeld, A.N. and Wroth, C.P. (1958) 'On the yielding of soils'. Geotechnique, 8, (1).

Rowe, P.W. (1952) Anchored sheet-pile walls. Proc. Inst. Civ. Engrs., Part 1, 1, pp. 27-70, London.

Rowe, P.W. (1957) Sheet-pile walls in clay. Proc. Inst. Civ. Engrs., 7, pp. 629-654, London.

Rowe, P.W. (1958) 'Measurements in sheet-pile walls driven into clay'. Proc. Brussels Conf. 58 on Earth Pressure Problems. Belgian group of ISSMFE, Brussels.

Rowe, P.W. (1959) 'Measurement of the coefficient of consolidation of lacustrine clay'. Geotechnique, 9.

Rowe, P.W. and Barden, L. (1966) 'A new consolidation cell'. Geotechnique, 16, (2).

Rutledge, P.C. (1964) 'Summary and closing address'. Conf. on the Design of Foundations for Control of Settlements, Jour. ASCE, 90, (SM5).

Schlosser, F. and Vidal, H. (1969) Reinforced earth. Bulletin de Liason des Laboratoires des Ponts et Chaussées, No. 41, France.

Schlosser, F. and Long, N.T. (1974) Recent results in French research on reinforced earth. Jour. Const. Div. Am. Soc. Civ. Engrs, 100.

Schlosser F. (1982) 'Behaviour and design of soil nailing'. Proceedings International Symposium on Recent Developments in Ground Improvement Techniques, Bangkok, Balkema, pp. 399 413.

Schlosser, F. and de Buhan, P. (1990) 'Theory and design related to the performance of reinforced soil structures, State-of-the-art review'. Performance of reinforced soil structures. (Edited by A. McGowan, K.C. Yeo and K.Z. Andrewes.) held at University of Strathclyde, Thomas Telford, London, pp. 1-14.

Schmertmann. J.H. (1953) 'Estimating the true consolidation behaviour of clay from laboratory test results'. Proc. ASCE, 120.

Schmertmann, J.H. (1970) 'Static cone to compute settlement over sand'. Proc. ASCE, Jour. Soil Mech. Found. Div., No. 96 SM3, pp. 1001-1043.

Schmertmann, J.H., Hartman, LP. and Brown, P.R. (1978) 'Improved strain influence factor diagrams'. Proc. ASCE, Jour. Geotech. Engng. Div., No. 104 GT8, pp. 1131-1135.

Schofield, A.N. and Wroth, C.P. (1968) Critical state soil mechanics. McGraw-Hill, London.

Schofield, R.K. (1935) 'The pF of the water in soil'. Trans. 3rd Int. Conf. Soil Sci., Oxford.

Scott, R.F. (1963) Principles of soil mechanics. Addison Wesley, Reading, Mass.

Skempton, A.W. (1951) 'The bearing capacity of clays'. Proc. Building Research Congress, pp. 180-189, London.

Skempton, A.W. (1953) 'The colloidal activity of clays'. Proc. 3rd Int. Conf. ISSMFE, 1, Zurich.

Skempton, A.W. (1954) 'The pore pressure coefficient A and B'. Geotechnique, 4, (4).

Skempton, A.W. (1960) 'Effective stress in soils, concrete and rocks'. Proc. Conf. on Pore Pressure and Suction in Soils. Butterworth, London.

Skempton, A.W. (1964) 'Long term stability of slopes'. Geotechnique, 14, (2).

Skempton, A.W. and Bjerrum, L. (1957) 'A contribution to settlement analysis of foundations on clay'. Geotechnique, 1, (4), pp. 168-178.

Skempton, A.W., Peck, R.V. and MacDonald, D.H. (1955) 'Settlement analysis of six structures in Chicago and London'. Proc. Inst. Civil Engrs.

Skempton, A.W. and MacDonald, D.H. (1956) 'The allowable settlement of buildings'. Proc. Inst. Civ. Engrs, 5, Part 3, pp. 727-735.

Skempton, A.W. and Northlcy A. (1952) 'The sensitivity of clays'. Geotechnique, 2, (2).

Smith, G.N. (1968a) Determining the settlements of embankments on soft clay. Highways and Pub. Works, London.

Smith, G.N. (1968b) Construction pore pressures in an earth dam. Civ. Engng. Publ. Wks. Review, London.

Smith. G.N. and Pole, E.L. (1974) Elements of foundation design. Granada Publishing, London.

Smith, G.N. (1971) An introduction to matrix and finite element methods in civil engineering. Applied Science Publishers, London.

Smith, I.G.N., Oliphant, J. and Wallis, S.G. (1997) 'Field validation of a computer model for forecasting mean weekly in situ moisture condition value.' The Electronic Jour. Geotechnical Engineering, Issue 2, ppr9701 /index.htm.

Sokolovski, V.V. (1960) Statics of soils media. (Trans, by D.H. Jones and A.N. Schofield.) Butterworth & Co. Ltd., London.

Stannard, D.I. (1992) 'Tensiometers - theory, construction and use'. Geotechnical Testing Jour., 15, (1).

Steinbrenner, W. (1934) Tafeln zur Setzungsberechnung. Die Strasse, 1, pp. 121-124.

Sultan, H.A. and Seed, H.B. (1967) 'Stability of sloping core earth dams'. Proc. Am. Soc. Civ. Engrs, 93, (SM4).

Sutherland, H.B. (1963) 'The use of in situ tests to estimate the allowable bearing pressures of cohesionless soils'. Structural Engineer, 41, (3), pp. 85-92.

Swartzendruber, D. (1961) 'Modification of Darcy's law for the flow of water in soils'. Soil Science, 93. London.

Taylor, D.W. (1948) Fundamentals of soil mechanics. John Wiley & Sons Inc., New York; Chapman & Hall, London.

Terzaghi, K. (1925) Erdbeaumechanik auf bodenphysikalischer grundiage. Deuticke, Vienna.

Terzaghi, K. (1943) Theoretical soil mechanics. John Wiley, London and New York.

Terzaghi, K. and Peck, R. B. (1948) Soil mechanics in engineering practice. Chapman and Hall, London; John Wiley & Sons Inc., New York.

Terzaghi, K., Peck, R.B. and Mesri, G. (1996) Soil mechanics in engineering practice. 3rd edn., John Wiley, New York.

Thorburn, S. (1963) Tentative correction chart for the standard penetration test in non-cohesive soils. Civ. Engng. Public Works Rev.

Timoshenko, S.P. and Goodier, J.N. (1951) Theory of plasticity. 2nd edn. McGraw-Hill, New York.

Topp, G.C. and Davis, J.L. (1985) 'Measurement of soil water content using time-domain reflectometry (TDR): a field evaluation'. Soil Science Society of America Jour., 49, pp. 19-24.

Trenter, N.A. and Charles, J.A. (1996) 'A model specification for engineered fills for building purposes'. Proceedings Institution of Civil Engineers, Geotechnical Engineering, 119, (4), pp. 219-230.

Tsagareli, Z.V. (1967) New methods of light weight wall construction. (In Russian.) Stroiizdat, Moscow.

Vesic, A.S. (1963) Bearing capacity of deep foundations in sand. Soil Mechanics Lab.

Report, Georgia Inst, of Technology. Vesic, A.S. (1970) 'Tests on instrumented piles, Ogeechee River site'. Jour. Soil Mechs, and Found. Div., ASCE, 96, (SM2), pp. 561-584. Vesic, A.S. (1973) 'Analysis of ultimate loads of shallow foundations'. Jour. Soil

Mechs, and Found. Div., ASCE, 99, (SMI), pp. 45-73. Vesic, A.S. (1975) 'Bearing capacity of shallow foundations'. Chapter 3 in Foundation Engng. Handbook, H.F. Winterkorn & H.Y. Fang, Van Nostrand, Reinhold Co., New York.

Vidal, H. (1966) 'La terre armée'. Armales de l'Institut Technique du Bâtiment et des

Travaux Publics, 19, (223 and 224), France. Wheeler, S.J. (1997) 'Fundamentals of mechanical behaviour'. Seminar on unsaturated soils - theory into practice. Napier University, Edinburgh. Wheeler, S.J. and Karube, D. (1995) 'State of the art report: constitutive modelling.'

Proc. 1st Int. Conf. Unsaturated Soils. Paris, Vol. 3. Wheeler, S.J. and Sivakumar, V. (1995) 'An elasto-plastic critical state framework for unsaturated soil'. Geotechnique, 45, (1), pp. 35-53. Whitaker, T. (1957) 'Experiments with model piles in groups'. Geotechnique, 7, pp. 147-167.

Wilson, G. (1941) 'The calculation of the bearing capacity of footings on clay'. Jour.

Inst. Civ. Engrs, London. Wise, W.R. (1992) 'A new insight on pore structure and permeability'. Water Resources Research, 28, (2), pp. 189-198.

0 0

Post a comment