Prediction and Interpretation of the Performance of a Deep Excavation in Berlin Sand

Author:

Nikolinakou Maria A.1234,Whittle Andrew J.1234,Savidis Stavros1234,Schran Ute1234

Affiliation:

1. Research Associate, Bureau of Economic Geology, The Univ. of Texas, Austin, TX 78713; formerly, Postdoctoral Associate, Civil and Environmental Engineering, Massachusetts Institute of Technology, Cambridge, MA 02139 (corresponding author).

2. Dept. Head, Professor of Civil and Environmental Engineering, Massachusetts Institute of Technology, Cambridge, MA 02139.

3. Professor and Director, Geotechnical Institute, Technical Univ. of Berlin, Sek. TIB1-B7, Gustav-Meyer-Allee 25, 13355 Berlin, Germany.

4. CDM Geotechnical Services Div., Cambridge, MA 02139.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference31 articles.

1. Arbeitsgemeinschaft Umweltgeologie und Geotechnik (GuD/DMT). (1994). “Zusammenfassender Bericht Baugrund—Altlasten—Alte unterirdische Bauwerke.” Gutachten im Auftrag der Deutschen Reichsbahn und der Senatsverwaltung für Bau- und Wohnungswesen Berlin (in German).

2. Becker T. (2002). “Triaxialversuche mit reduzierter Endflächenreibung zur Untersuchung des Materialverhaltens von Berliner Sand.” Diploma thesis Technical Univ. of Berlin (in German; figure captions also in English).

3. Borchert K. M. and Richter T. (1994). “Gutachterliche Beurteilung zum Ansatz der Bodensteifigkeiten beim Bauvorhaben VZB-Berlin.” GuD Consult Berlin (in German).

4. Carter J. P. Desai C. S. Potts D. M. Schweiger H. F. and Sloan S. W. (2000). “Computing and computer modelling in geotechnical engineering.” Proc. GeoEng2000 Vol. 1 Technomic Lancaster Melbourne Australia 1157–1252.

5. De Beer E. E. (1965). “Influence of the mean normal stress on the shearing strength of sand.” Proc. 6th ICSMFE Vol. 1 University of Toronto Press Toronto Canada 165–169.

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