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und Verkehrsflächen der landseitigen Anbindung. In 5. Hans Lorenz
Symposium, TU Berlin, Berlin, Germany.
Bremer, K. and Hofmann, O.E. (1976) Tiefenverdichtung von gleichförmigen
Sanden mit Tauchrüttlern. Tiefbau, Ingenieurbau, Strassenbau, Juli.
Breth, H. (1973) Die Verflüssigung wassergesättigter Sande die Möglichkeit,
ihrer zu begegnen; ein Beitrag zur Reaktorsicherheit. In Festschrift zum 60,
Geburtstag von Professor Börnke, Essen, Germany.
Brown, R.E. (1977) Vibroflotation compaction of cohesionless soils. Journal of
Geotechnical Engineering, ASCE, 103(GT12), 1437–1451.
BSI British Standards Institution. (2008) PAS 2050:2008-Specifications for the
Assessment of the Lifecycle Greenhouse Gas Emissions of Goods and Services.
Bureau of Reclamation. (July 20, 1948) Vibroflotation Experiments at Enders
Dam. Bureau of Reclamation, Denver, CO.
Casagrande, A. (1936) Characteristics of cohesionless soils affecting the stability of
slopes and earthfills. Journal of the Boston Society of Civil Engineers, 23.
CFMS Comite Francais de Mecanique des Sols (2005) Recommandations sur la conception, le calcul, l’exécution et le controle des colonnes ballastees sous batiments
et ouvrages sensibles au tassement. Revue Francaise de Geotechnique, 111.
Charlie, W.A. et al. (1992) Time-dependent cone penetration resistance due to
blasting. Journal of Geotechnical Engineering, ASCE, 118(8), 1200–1215.
Committee on Placement and Improvement of Soils (1978) Soil Improvement:
History, Capabilities and Outlook. GED of the ASCE, New York.
Cudmani, R.O. (2001) Statische, alternierende und dynamische Penetration in nicht
bindigen Böden. Dissertation, Karlsruhe University, Karlsruhe, Germany.
CUR (1996) Building on Soft Soils. Centre for Civil Engineering Research and
Codes. A.A. Balkema, Rotterdam, the Netherlands.
D’Appolonia, E. (1954) Loose Sands: Their Compaction by Vibroflotation. ASTM
No. 156 Special Technical Publication.
Das, B.M. (1993) Principles of Soil Dynamic. PWS-Kent Publishing Company,
Boston, MA.
Debats, J.M. et al. (2003) Soft soil improvement due to vibro compacted columns
installations. In Vermeer, P.A., Schweiger, H.F., Karstunen, M., and Cudny, M.
(eds), International Workshop on Geotechnics of Soft Soils: Theory and
Practice. VGE, Essen, Germany.
Degebo. (1940) Versuchsbericht (unpublished).
Degebo. (1942) Gutachten über die Tragfähigkeit des nach dem Kellerverfahren
verfestigten Untergrundes in Rolingheten/Heroen (unpublished).
Degen, W. (1997a) 56 m Deep vibro-compaction at German lignite mining area. In
Proceedings of the 3rd International Conference on Ground Improvement
Geosystems, Heron Quays, London, UK.
Degen, W. (1997b) Vibroflotation Ground Improvement (unpublished).
Degen, W.S. (2014) Advances in equipment and quality control for offshore and
onshore stone columns and vibro compaction. In 18th Annual National
Conference on Geotechnical Engineering, Jakarta, Indonesia.
DGGT. (in press) Empfehlungen des Arbeitskreises 2.8 (Stabilisierungssäulen) der
Deutschen Gesellschaft für Geotechnik e.V. German Geotechnical Society,
Essen, Germany.
Breitsprecher, G. et al. (2009) Flughafen Berlin Brandenburg InternationalDimensionierung und Ausführung einer Baugrundverbesserung für Bauwerke
und Verkehrsflächen der landseitigen Anbindung. In 5. Hans Lorenz
Symposium, TU Berlin, Berlin, Germany.
Bremer, K. and Hofmann, O.E. (1976) Tiefenverdichtung von gleichförmigen
Sanden mit Tauchrüttlern. Tiefbau, Ingenieurbau, Strassenbau, Juli.
Breth, H. (1973) Die Verflüssigung wassergesättigter Sande die Möglichkeit,
ihrer zu begegnen; ein Beitrag zur Reaktorsicherheit. In Festschrift zum 60,
Geburtstag von Professor Börnke, Essen, Germany.
Brown, R.E. (1977) Vibroflotation compaction of cohesionless soils. Journal of
Geotechnical Engineering, ASCE, 103(GT12), 1437–1451.
BSI British Standards Institution. (2008) PAS 2050:2008-Specifications for the
Assessment of the Lifecycle Greenhouse Gas Emissions of Goods and Services.
Bureau of Reclamation. (July 20, 1948) Vibroflotation Experiments at Enders
Dam. Bureau of Reclamation, Denver, CO.
Casagrande, A. (1936) Characteristics of cohesionless soils affecting the stability of
slopes and earthfills. Journal of the Boston Society of Civil Engineers, 23.
CFMS Comite Francais de Mecanique des Sols (2005) Recommandations sur la conception, le calcul, l’exécution et le controle des colonnes ballastees sous batiments
et ouvrages sensibles au tassement. Revue Francaise de Geotechnique, 111.
Charlie, W.A. et al. (1992) Time-dependent cone penetration resistance due to
blasting. Journal of Geotechnical Engineering, ASCE, 118(8), 1200–1215.
Committee on Placement and Improvement of Soils (1978) Soil Improvement:
History, Capabilities and Outlook. GED of the ASCE, New York.
Cudmani, R.O. (2001) Statische, alternierende und dynamische Penetration in nicht
bindigen Böden. Dissertation, Karlsruhe University, Karlsruhe, Germany.
CUR (1996) Building on Soft Soils. Centre for Civil Engineering Research and
Codes. A.A. Balkema, Rotterdam, the Netherlands.
D’Appolonia, E. (1954) Loose Sands: Their Compaction by Vibroflotation. ASTM
No. 156 Special Technical Publication.
Das, B.M. (1993) Principles of Soil Dynamic. PWS-Kent Publishing Company,
Boston, MA.
Debats, J.M. et al. (2003) Soft soil improvement due to vibro compacted columns
installations. In Vermeer, P.A., Schweiger, H.F., Karstunen, M., and Cudny, M.
(eds), International Workshop on Geotechnics of Soft Soils: Theory and
Practice. VGE, Essen, Germany.
Degebo. (1940) Versuchsbericht (unpublished).
Degebo. (1942) Gutachten über die Tragfähigkeit des nach dem Kellerverfahren
verfestigten Untergrundes in Rolingheten/Heroen (unpublished).
Degen, W. (1997a) 56 m Deep vibro-compaction at German lignite mining area. In
Proceedings of the 3rd International Conference on Ground Improvement
Geosystems, Heron Quays, London, UK.
Degen, W. (1997b) Vibroflotation Ground Improvement (unpublished).
Degen, W.S. (2014) Advances in equipment and quality control for offshore and
onshore stone columns and vibro compaction. In 18th Annual National
Conference on Geotechnical Engineering, Jakarta, Indonesia.
DGGT. (in press) Empfehlungen des Arbeitskreises 2.8 (Stabilisierungssäulen) der
Deutschen Gesellschaft für Geotechnik e.V. German Geotechnical Society,
Essen, Germany.