The following is a list of papers written by Peter Rowe:
P.W. Rowe, 'Interpretation of the notched bar impact tests', The Engineer,vol. 31 (1944).
P.W. Rowe, 'The effect of radial pressure on the flow and fracture of reinforced plastic rods', Royal Aircraft Establishment Report (1945).
P.W. Rowe, 'The base width of cantilever retaining walls', Civil Engineering,vol. 44 (1949).
P.W. Rowe, 'The distribution of lateral earth pressure on a stiff wall due to surcharge', Civil Engineering,vol. 45 (1950).
P.W. Rowe, 'Cantilever sheet piling in cohesionless soil', Engineering,vol. 172, no. 4467 (1951), pp. 316-319.
P.W. Rowe, 'Anchored sheet-pile walls', Proceedings of the Institution of Civil Engineers,part 1, vol. 1, no. 1 (1952), pp. 27-70.
P.W. Rowe, correspondence on 'Anchored sheet-pile walls', Proceedings of the Institution of Civil Engineers,part 1, vol. 1, no. 5 (1952), pp. 616-647.
P.W. Rowe, 'A stress-strain theory for cohesionless soil with applications to earth pressures at rest and moving walls', Géotechnique,vol. 4, no. 2 (1954), pp. 70-88.
P.W. Rowe, 'A soil pressure gauge for laboratory model research', Proceedings of the American Society of Civil Engineering (1954).
P.W. Rowe, ' A theoretical and experimental analysis of sheet-pile walls', Proceedings of the Institution of Civil Engineers,part 1, vol. 4, no. 1 (1955), pp. 32-69.
P.W. Rowe, 'Sheet-pile walls encastre at the anchorage', Proceedings of the Institution of Civil Engineers,part 1, vol. 4, no. 1 (1955), pp. 70-87.
P.W. Rowe, correspondence on 'Sheet-pile walls encastre', Proceedings of the Institution of Civil Engineers,part 1, vol. 4, no. 6 (1956), pp. 837-839.
P.W. Rowe, 'Sand flume for soil mechanics research', Civil Engineering,vol. 50 (1955).
P.W. Rowe, 'The flexibility characteristics of sheet-pile walls', The Structural Engineer,vol. 34, no. 6 (1955), pp. 150-158.
P.W. Rowe, 'Sheet-pile walls at failure', Proceedings of the Institution of Civil Engineers,vol. 5, no. 3 (1956), pp. 276-315.
P.W. Rowe, correspondence on 'Sheet-pile walls at failure', Proceedings of the Institution of Civil Engineers,vol. 6 (1956), pp. 347-361.
P.W. Rowe, 'The single pile subject to horizontal force', Géotechnique,vol. 6, no. 2 (1956), pp. 70-85.
P.W. Rowe, 'The present situation on retaining wall design', The Structural Engineer,vol. 34, no. 6 (1956), pp. 204-217.
P.W. Rowe, 'Sheet-pile walls in clay', Proceedings of the Institution of Civil Engineers,vol. 7 (1957), pp. 629-654.
P.W. Rowe, 'Sheet-pile walls subject to line resistance above the anchorage', Proceedings of the Institution of Civil Engineers,vol. 7 (1957), pp. 879-896.
P.W. Rowe, 'C = 0 hypothesis for normally loaded clays at equilibrium', Proceedings of the 4th international conference on soil mechanics, London,vol. 1 (1957), pp. 189-192.
P.W. Rowe, 'Limit design of flexible walls', Proceedings of the Midland Soil Mechanics Society,vol. 1, no. 2 (1957), pp. 29-40.
P.W. Rowe, 'Measurements on sheet pile walls driven into clay', Proceedings of the Brussels conference on earth pressure problems,vol. 2 (1958), pp. 127-133.
P.W. Rowe, Closing remarks on the general threory of earth pressures, Proceedings of the Brussels conference on earth pressure problems,vol. 3 (1958), pp. 87-90.
P.W. Rowe, 'Measurement of the coefficient of consolidation of lacustrine clay', Géotechnique,vol. 9, no. 3 (1959), pp. 107-118.
P.W. Rowe and A. Briggs, 'Measurements on model strutted sheet-pile excavations', Proceedings of the 5th International Conference on Soil Mechanics, Paris, vol. 2 (1961), pp. 473-478.
P.W. Rowe, 'Soils under stress', Impulse,no. 2, 1st quarter (1962), pp. 6-10.
P.W. Rowe, 'The stress-dilatancy relation for static equilibrium of an assembly of particles in contact', Proceedings of the Royal Society,vol. 269 (1962), pp. 500-527.
P.W. Rowe, D.B. Oates and N.A. Skermer, 'The stress-dilatancy performance of two clays', Laboratory Shear Testing of Soils, Special Technical Publication,no. 361 (Philadelphia: the American Society for Testing and Materials, 1963), pp. 134-146.
P.W. Rowe, 'Stress-dilatancy, earth pressures and slopes', Journal of the Soil Mechanics and Foundations Division of the American Society of Civil Engineers,vol. 89, SM3 (1963), pp. 37-62.
P.W. Rowe, discussion on 'Stress dilatancy', Journal of the Soil Mechanics and Foundations Division of the American Society of Civil Engineers, vol. 90, SM1 (1964), pp. 133-155.
P.W. Rowe, closure of discussion on 'Stress dilatancy', Journal of the Soil Mechanics and Foundations Division of the American Society of Civil Engineers, vol. 90, SM4 (1964), pp. 145-180.
P.W. Rowe, L. Barden and I.K. Lee, 'Energy components during the triaxial cell and direct shear tests', Géotechnique,vol. 14, no. 3 (1964), pp. 247-261.
P.W. Rowe, 'The calculation of the consolidation rates of laminated varved or layered clays with particular reference to sand drains', Géotechnique,vol. 14, no. 4 (1964), pp. 321-340.
P.W. Rowe, Discussion on some experiments on D.H. Cornforth, 'The influence of strain conditions on the strength of sand', Géotechnique,vol. 14, no. 4 (1964), pp. 361-364.
P.W. Rowe and L. Barden, 'The importance of free ends in the triaxial test', Journal of the Soil Mechanics and Foundations Division of the American Society of Civil Engineers,vol. 90, SM1 (1964), pp. 1-28.
P.W. Rowe and L. Barden, Discussion on 'Importance of free ends', Journal of the Soil Mechanics and Foundations Division of the American Society of Civil Engineers, vol. 90, SM6 (1964), pp. 167-180.
P.W. Rowe and L. Barden, closure of discussion 'Importance of free ends', Journal of the Soil Mechanics and Foundations Division of the American Society of Civil Engineers, vol. 91, part 1, SM3 (1965), pp. 105-106.
P.W. Rowe and D.H. Shields, 'The measured horizontal coefficient of consolidation of laminated, layered or varved clays', Proceedings of the 6th International Conference on Soil Mechanics and Foundation Engineering, Montreal,vol. 2 (1964), pp. 342-344.
P.W. Rowe and K. Peaker, 'Passive earth pressure measurements', Géotechnique,vol. 15 (1965), pp. 57-78.
P.W. Rowe and D.H. Shields, 'Radial drainage oedometer for laminated clays', Journal of the Soil Mechanics and Foundations Division of the American Society of Civil Engineers,vol. 91, part 1, SM1 (1965), pp. 15-23.
P.W. Rowe and D.H. Shields, closure of discussion on 'Radial drainage oedometer for laminated clays', Journal of the Soil Mechanics and Foundations Division of the American Society of Civil Engineers,vol. 92, part 2, SM2 (1966), p. 155.
P.W. Rowe and L. Barden, 'A new consolidation cell', Géotechnique,vol. 16 (1966), pp. 162-217.
P.W. Rowe, discussion on the 'Shear strength of soft clays', Proceedings of the geotechnical conference, Oslo,vol. 1 (1967), pp. 115-118 and pp. 210-211.
P.W. Rowe, 'The influence of geological features of clay deposits on the design and performance of sand drains', Proceedings of the Institution of Civil Engineers supplement,vol. 1 (1968), pp. 1-72.
P.W. Rowe, Discussion on the preceding paper, Proceedings of the Institution of Civil Engineers supplement,vol. 1 (1968), pp. 189-255.
P.W. Rowe, 'Failure of foundations and slopes on layered deposits in relation to site investigation practice', Proceedings of the Institution of Civil Engineers supplement,vol. 1 (1968), pp. 73-131.
P.W. Rowe, 'Osborne Reynolds and dilatancy', Géotechnique,vol. 19 (1969), pp. 1-5.
P.W. Rowe, 'The relation between the shear strength of sands in the triaxial compression, plane strain and direct shear', Géotechnique,vol. 19 (1969), pp. 75-86.
P.W. Rowe, 'Progressive failure and strength of a sand mass', Proceedings of the 7th International Conference on Soil Mechanics and Foundation Engineering, Mexico,vol. 1 (1969), pp 341-349.
P.W. Rowe, 'Derwent dam - embankment stability and displacements', Proceedings of the Institution of Civil Engineers,vol. 45 (1970), pp. 423-452.
P.W. Rowe, N. Buchanan and N.J. Ruffle, discussion on 'Derwent Dam', Proceedings of the Institution of Civil Engineers, vol. 48 (1971), pp. 479-521.
P.W. Rowe, 'Representative sampling in location, quality and size', Sampling of soil and rock, Special Technical Publication,no. 483 (Philadelphia: American Society for Testing and Materials, 1971), pp. 77-108.
P.W. Rowe, 'Theoretical meaning and observed values of deformation parameters for soil', Proceedings of the Roscoe Memorial Symposium,(Henley-on-Thames: G.T. Foulis and Co., 1971), pp. 143-194.
P.W. Rowe, 'Large scale laboratory model retaining wall apparatus', Proceedings of the Roscoe Memorial Symposium,(Henley-on-Thames: G.T. Foulis and Co., 1971), pp. 441-449.
P.W. Rowe, 'The relevance of soil fabric to site investigation practice', Géotechnique,vol. 22, no. 2 (1972), pp. 195-300.
P.W. Rowe, 'Embankments on soft alluvial ground', Quarterly journal of engineering geology,vol. 5, nos 1, 2 (1972), pp. 127-141 .
P.W. Rowe, Panel discussion, 5th European conference on soil mechanics and foundation engineering, Madrid,vol. 2 (1972), pp. 221-222.
P.W. Rowe and M.F.L. Herbert, 'Design and performance of two coal stacks on soft clay at the National Coal Board Bulk Terminal, Immingham', Géotechnique,vol. 23, no. 4 (1973), pp. 245-261 .
P.W. Rowe, 'Stress-dilatancy and its application to rock dam design', American Society of Civil Engineers, proceedings of the conference on performance of earth pressures and earth-supported structuresvol. 3, (1973).
P.W. Rowe, 'Stress-strain relationships for particulate materials at equilibrium', American Society of Civil Engineers, proceedings of the conference on performance of earth pressures and earth-supported structures,vol. 3 (1973).
P.W. Rowe, 'Soil mechanics aspects of the cores of the deep bore-hole VE 1 in Venice - a critical analysis and recommended future investigations', Consiglio Nazionale Delle Ricerche, Report No. N57,(Venice: 1973).
P.W. Rowe and W.J. Rigden, 'Model performance of an unreinforced diaphragm wall', Proceedings of the conference on diaphragm walls and anchorages,paper 9 (London: Institution of Civil Engineers, 1974), pp. 63-67.
P.W. Rowe, 'Displacement and failure modes of model offshore gravity platforms founded on clay', Conference on Offshore Europe 75, Aberdeen(Aberdeen: Spearhead, 1975), p. 218. 1-17.
P.W. Rowe, 'Applications of centrifuge models to geotechnical structures', Proceedings of the symposium on recent developments in the analysis of soil behaviour and their application to geotechnical structure, University of New South Wales, Australia (1975), pp. 1-25.
P.W. Rowe, 'Inherent difficulties in the application of geotechnical science', Proceedings of the symposium on recent developments in the analysis of soil behaviour and their application to geotechnical structure, University of New South Wales, Australia (1975), pp. 3-29.
P.W. Rowe and W.H. Craig, 'Studies of offshore caissons founded on Oosterschelde sand', Design and construction of offshore structures(London: Institution of Civil Engineers, 1976), pp. 49-55.
P.W. Rowe, W.H. Craig and D.C. Procter, 'Model studies of offshore structures founded on clay', 1st international conference on the behaviour of offshore structures, Norwegian Institute of Technology, Trondheim,vol. 1 (1976), pp. 439-448.
P.W. Rowe, W.H. Craig and D.C. Procter, 'Dynamically loaded centrifugal model foundations', Proceedings of the 9th international conference on soil mechanics and foundation engineering, Tokyo,vol. 2 (1977), pp. 359-364.
P.W. Rowe and W.H. Craig, 'Prediction of caisson and pier performance by dynamically loaded centrifugal models', Symposium on the foundation aspects of coastal structures, Delft,vol. 2, paper 4.3 (1978) pp. 1-16.
P.W. Rowe, 'Requirement of soil sampling for laboratory testing', International symposium on marine soil mechanics, Mexico City (1979).
P.W. Rowe and W.H. Craig, 'Applications of models to the prediction of offshore gravity platform foundation performance', Proceedings of the international conference on offshore site investigation, London(Society for Under Water Technology, 1979), pp. 269-281.
K.H. Andersen, P.B. Selnes, P.W. Rowe and W.H. Craig, 'Prediction and observation of a model gravity platform on Drammen clay', Publikasjon - Norges Geotekniske Institutt, no. 127 (1979), pp. 19-38.
K.H. Andersen, P.B. Selnes, P.W. Rowe and W.H. Craig, 'Prediction and observation of a model gravity platform on Drammen clay', Proceedings of the second conference on the behaviour of offshore structures '79, London, paper 34 (1979), pp. 427-446.
P.W. Rowe and I.M. Smith, 'Comments on the use of physical and analytical models', in G.N. Pande and O.C. Zienkiewicz (eds), Soil mechanics - transient and cyclic loads (Chichester: Wiley and Sons, 1980), pp. 491-512.
P.W. Rowe and W.H. Craig, 'Application of models to the prediction of offshore gravity platform foundation performance', International conference on offshore site investigation (Graham and Trotman, 1981), pp. 269-281.
P.W. Rowe and W.H. Craig, 'Operation of a geotechnical centrifuge, 1970-1979', Geotechnical testing journal, vol. 4 (March 1981), pp. 19-25
P.W. Rowe, K.H. Anderson, P.B. Selnes and W.H. Craig, 'Prediction and observation of a model gravity platform on Drammen clay', Applied ocean research, vol. 3, no. 2 (April 1981), pp. 63-72.
P.W. Rowe, 'Use of large centrifugal models for offshore and nearshore works', Geotechnical aspects of coastal and offshore structures (Rotterdam: Balkema, 1983), pp. 21-33.
P.W. Rowe, J.A. Chandler, L.W. Hinch, D.A. Hughes and D.M. McDowell, 'Jamuna River 230 kv crossing, Bangladesh - part 1: design', Institution of Electrical Engineers, Proceedings, Part C generation, transmission and distribution, vol. 131, no. 7, part C (1984), pp. 303-318.
P.W. Rowe, J.A. Chandler, L.W. Hinch, R.I. Fair, D.A. Hughes and J. Peraino, 'Jamuna River 230 kv crossing, Bangladesh - part 2: construction', Institution of Electrical Engineers, Proceedings, Part C generation, transmission and distribution, vol. 131, no. 7 part C (1984), pp. 319-332.
P.W. Rowe, L.W. Hinch and D.M. McDowell, 'Jamuna River 230 kv crossing, Bangladesh - part 1: design of foundations', Proceedings of the Institution of Civil Engineers, vol. 76, part 1 (1984), pp. 927-949.
P.W. Rowe, J.A. Chandler and J. Peraino, 'Jamuna River 230 kv crossing, Bangladesh - part 3: construction of foundations', Proceedings of the Institution of Civil Engineers, vol. 76, part 1 (1984), pp. 965-984.
P.W. Rowe, L.W. Hinch, D.M. McDowell, D.A. Hughes, A.B. Wood, J.A. Chandler, J. Peranio and R.I. Fair, Discussion, 'Jamuna River 230 kv crossing, Bangladesh', Proceedings of the Institution of Civil Engineers,vol. 80, part 1 (1986), pp. 731-753.
P.W. Rowe, 'Carsington embankment slip: evidence as to cause'. Communication to the investigators, a version of which is found in R.E. Coxon, Failure of Carsington embankment: a report to the Secretary of State for the Department of the Environment(London: HMSO, 1986), pp. 154-157.
P.W. Rowe, 'The potentially latent dominance of ground water in ground engineering' in J.C. Cripps, F.G. Bell and M.G. Culshaw (eds), Ground water in engineering geology,special publication no. 3 (London: Geological Society, 1986), pp. 27-42.
P.W. Rowe and A.L. Gilbertson, 'Silo interactions', British Sugar plc technical conference(Eastbourne: 1988).
P.W. Rowe, 'A reassessment of the Carsington embankment failure', Géotechnique,vol. 41, no. 3 (1991), pp. 395-422.
P.W. Rowe, reply to the discussion on 'A reassessment of the Carsington embankment failure', Géotechnique,vol. 42, no. 3 (1992), pp. 513-524.
P.W. Rowe, discussion on 'The failure of Carsington dam', Géotechnique,vol. 45, no. 4 (1995), pp. 727-730.
P.W. Rowe, 'Examples of ground response to various types of structural foundation construction' in M. Eddleston, S. Walthall, J.C. Cripps and M.G. Culshaw (eds), Engineering geology of construction (London: Geological Society, 1995), pp. 33-57.