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Journal, 27(1), 151–158.
Robertson, P.K. and Campanella, R.G. (1983) Interpretation of cone penetration
tests. Canadian Geotechnical Journal, 20(4), 718–733.
Robertson, P.K. et al. (1983) SPT-CPT correlations. Journal of Geotechnical
Engineering, 109(11), 1449–1459.
Rodger, A.A. (1979) Vibrocompaction of cohesionless soils, Internal Report,
R.7/79. Cementation Research Limited, Croydon, UK.
Rodger, A.A. and Littlejohn, G.S. (1980) A study of vibratory driving in granular
soils. Géotechnique, 30(3), 269–293.
Saito, A. et al. (1987) A countermeasure for sand liquefaction, “gravel drains
method.” Nippon Kokan Technical Report Overseas No. 51.
Savidis, S. (2007) Grundbau-Dynamik. FG Grundbau und BodenmechanikDegebo, Technische Universität Berlin, Berlin, Germany.
Scheidig, A. (1940) Speichergründung auf Rüttelfusspfählen. Die Bautechnik, 25.
Schmertmann, J.H. (1970) Static cone to compute static settlement over sand.
Journal of the SMFD, ASCE, 96(3), 1011–1043.
Schmertmann, J.H. (1978) Guidelines for cone penetration test, performance and
design. Report FHWA-TS-78-209, 145. US Federal Highway Administration,
Washington, DC.
Schmertmann, J.H. (1991) The mechanical aging of soils. Journal of Geotechnical
Engineering, ASCE, 117(12).
Schneider, H. (1938) Das Rütteldruckverfahren und seine Anwendung im Erd- und
Betonbau. Beton und Eisen, Jahrgang, 37(Heft 1).
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Proceedings of the 5th ICSMFE, vol. 1, Paris, France.
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Bodenmechanik, Felsmechanik und Grundbau TU Graz. Heft 8.
Schweiger, H.F. (1990) Finite Element Berechnung von Rüttelstopfverdichtungen.
In 5. Chr. Veder Kolloquium. TU Graz, Styria, Austria.
Seed, H.B. and Booker, J.R. (1976) Stabilization of potentially liquefiable sand
deposits using gravel drain systems. Report No. EERC 76-10. University of
California, Berkeley, CA.
Seed, H.B. and Booker, J.R. (July, 1977) Stabilization of potentially liquefiable
ground deposits using gravel drains. Journal of Geotechnical Engineering
Division, ASCE, 103(GT 7).
Seed, H.B. and Idriss, I.M. (1971) Simplified procedure for evaluating soil liquefaction potential. Journal of the SMFD, ASCE, 97(SM9), 1249–1274.
Seed, H.B. and Idriss, I.M. (1982) Ground Motions and Soil Liquefaction during
Earthquakes. Earthquake Engineering Research Institute Monograph.
Seed, H.B. et al. (1985) The influence of SPT procedures in soil liquefaction resistance
evaluations. Journal of Geotechnical Engineering, ASCE, 111(12), 1425–1445.
Sehn, L.S. (2003) Shear strength of vibro replacement stone and how it affects
deformation. In Hayward Baker Engineering Conference.
Shake (2000) A computer program for the 1-D analysis of geotechnical earthquake
engineering problems.
Sidak, N. (2000) Soil improvement by vibro compaction in sandy gravel for
ground water reduction. Compaction of soils, granulates and powders.
Robertson, P.K. (1990) Soil classification using CPT. Canadian Geotechnical
Journal, 27(1), 151–158.
Robertson, P.K. and Campanella, R.G. (1983) Interpretation of cone penetration
tests. Canadian Geotechnical Journal, 20(4), 718–733.
Robertson, P.K. et al. (1983) SPT-CPT correlations. Journal of Geotechnical
Engineering, 109(11), 1449–1459.
Rodger, A.A. (1979) Vibrocompaction of cohesionless soils, Internal Report,
R.7/79. Cementation Research Limited, Croydon, UK.
Rodger, A.A. and Littlejohn, G.S. (1980) A study of vibratory driving in granular
soils. Géotechnique, 30(3), 269–293.
Saito, A. et al. (1987) A countermeasure for sand liquefaction, “gravel drains
method.” Nippon Kokan Technical Report Overseas No. 51.
Savidis, S. (2007) Grundbau-Dynamik. FG Grundbau und BodenmechanikDegebo, Technische Universität Berlin, Berlin, Germany.
Scheidig, A. (1940) Speichergründung auf Rüttelfusspfählen. Die Bautechnik, 25.
Schmertmann, J.H. (1970) Static cone to compute static settlement over sand.
Journal of the SMFD, ASCE, 96(3), 1011–1043.
Schmertmann, J.H. (1978) Guidelines for cone penetration test, performance and
design. Report FHWA-TS-78-209, 145. US Federal Highway Administration,
Washington, DC.
Schmertmann, J.H. (1991) The mechanical aging of soils. Journal of Geotechnical
Engineering, ASCE, 117(12).
Schneider, H. (1938) Das Rütteldruckverfahren und seine Anwendung im Erd- und
Betonbau. Beton und Eisen, Jahrgang, 37(Heft 1).
Schultze, E. and Moussa, A. (1961) Factors affecting the compressibility of sand. In
Proceedings of the 5th ICSMFE, vol. 1, Paris, France.
Schweiger, H.F. (1989) Finite element analysis of stone column reinforced foundations. Dissertation, University of Swansea. Mitteilungen des Inst. für
Bodenmechanik, Felsmechanik und Grundbau TU Graz. Heft 8.
Schweiger, H.F. (1990) Finite Element Berechnung von Rüttelstopfverdichtungen.
In 5. Chr. Veder Kolloquium. TU Graz, Styria, Austria.
Seed, H.B. and Booker, J.R. (1976) Stabilization of potentially liquefiable sand
deposits using gravel drain systems. Report No. EERC 76-10. University of
California, Berkeley, CA.
Seed, H.B. and Booker, J.R. (July, 1977) Stabilization of potentially liquefiable
ground deposits using gravel drains. Journal of Geotechnical Engineering
Division, ASCE, 103(GT 7).
Seed, H.B. and Idriss, I.M. (1971) Simplified procedure for evaluating soil liquefaction potential. Journal of the SMFD, ASCE, 97(SM9), 1249–1274.
Seed, H.B. and Idriss, I.M. (1982) Ground Motions and Soil Liquefaction during
Earthquakes. Earthquake Engineering Research Institute Monograph.
Seed, H.B. et al. (1985) The influence of SPT procedures in soil liquefaction resistance
evaluations. Journal of Geotechnical Engineering, ASCE, 111(12), 1425–1445.
Sehn, L.S. (2003) Shear strength of vibro replacement stone and how it affects
deformation. In Hayward Baker Engineering Conference.
Shake (2000) A computer program for the 1-D analysis of geotechnical earthquake
engineering problems.
Sidak, N. (2000) Soil improvement by vibro compaction in sandy gravel for
ground water reduction. Compaction of soils, granulates and powders.