TY  - JOUR
A1  - Bung, Daniel B.
T1  - Fließcharakteristik und Sauerstoffeintrag bei selbstbelüfteten Gerinneströmungen auf Kaskaden mit gemäßigter Neigung
JF  - Österreichische Wasser- und Abfallwirtschaft
Y1  - 2011
SN  - 1613-7566 (E-Journal); 0945-358X (Print)
VL  - Vol. 63
IS  - Iss. 3-4
SP  - 76
EP  - 81
PB  - Springer
CY  - Berlin
ER  - 
TY  - JOUR
A1  - Hegger, Josef
A1  - Claßen, Martin
A1  - Feldmann, Markus
A1  - Döring, Bernd
A1  - Schaumann, Peter
A1  - Sothmann, Jörg
A1  - Bohne, Dirk
A1  - Hargus, Steen
A1  - Barben, Daniel
A1  - Aarden, Erik
A1  - Schielke, Sabine
T1  - Integrierte und nachhaltigkeitsorientierte Deckensysteme im Stahl- und Verbundbau
JF  - Stahlbau
Y1  - 2011
SN  - 1437-1049 (E-Journal); 0038-9145 (Print)
VL  - Vol. 80
IS  - Iss. 10
SP  - 728
EP  - 733
PB  - Wiley
CY  - Weinheim
ER  - 
TY  - JOUR
A1  - Döring, Bernd
A1  - Feldmann, Markus
A1  - Kuhnhenne, Markus
A1  - Müller, Dirk
T1  - Phasenwechselmaterial im Metallleichtbau zur Optimierung von Energieeffizienz und sommerlicher Raumtemperatur
JF  - Stahlbau
Y1  - 2011
SN  - 1437-1049 (E-Journal); 0038-9145 (Print)
VL  - Vol. 80
IS  - Iss. 9
SP  - 666
EP  - 672
PB  - Wiley
CY  - Weinheim
ER  - 
TY  - JOUR
A1  - Gossla, Ulrich
A1  - Buttel, Luc
A1  - Wahrmund, Holger
A1  - Mehlig, Bernd
T1  - Bemessung, Anwendung und Qualitätssicherung von Stahlfaserspritzbeton im Tunnelbau
JF  - Beton- und Stahlbetonbau
Y1  - 2010
SN  - 0005-9900
VL  - 105
IS  - 2
SP  - 92
EP  - 101
ER  - 
TY  - JOUR
A1  - Biener, Ernst
A1  - Sasse, Torsten
A1  - Wemhoff, Thomas
T1  - Deponie auf Deponie - Technische und genehmigungsrechtliche Aspekte
JF  - Abschluss und Rekultivierung von Deponien und Altlasten 2010 : Die Umsetzung der neuen Deponieverordnung - praktische Erfahrungen im Vollzug und erste Änderungsverordnung zur neuen DepV ; Beiträge zum Seminar, [am 13. und 14. Oktober 2010, Karlsruhe] / hrsg. von Thomas Egloffstein ... Im Auftr. der Überwachungsgemeinschaft
Y1  - 2010
SN  - 978-3-939662-08-2
N1  - ICP-Eigenverlag Bauen und Umwelt ; 19 ; Überwachungsgemeinschaft Bauen für den Umweltschutz ; Arbeitskreis Grundwasserschutz ; Seminar ; (2010.10.13-14 : ; Karlsruhe)
SP  - 73
EP  - 84
PB  - ICP-Eigenverlag
CY  - Karlsruhe
ER  - 
TY  - JOUR
A1  - Gronsfeld, Richard
A1  - Sparla, Peter
A1  - Weinnhold, Wolfgang
T1  - Airborne und terrestrisches Laserscanning - neue Tools für den Talsperrenbetreiber?
JF  - Wasserwirtschaft
Y1  - 2010
SN  - 0043-0978
N1  - in der Bereichsbibliothek Bayernallee gedruckt vorhanden
VL  - 100
IS  - 4
SP  - 80
EP  - 82
ER  - 
TY  - JOUR
A1  - Thelen, Jan
A1  - Paschmann, Hans
A1  - Hamelmann, Dirk
T1  - Zielsichere Herstellung und Anwendung von Flüssigboden
JF  - bi-UmweltBau
Y1  - 2010
N1  - in der Bereichsbibliothek Bayernallee gedruckt vorhanden
SP  - 48
EP  - 49
ER  - 
TY  - JOUR
A1  - Nabil, F.
A1  - Peterson, Leif Arne
A1  - Schmidt, A.
A1  - Geerdes, D.
T1  - Die Holzkuppel des Neuen Palais in Potsdam
JF  - Bauingenieur
Y1  - 2010
SN  - 0005-6650
VL  - 85
IS  - 8
SP  - 324
EP  - 330
PB  - Springer-VDI-Verlag
CY  - Düsseldorf
ER  - 
TY  - JOUR
A1  - Kirsch, Ansgar
T1  - Experimental investigation of the face stability of shallow tunnels in sand
JF  - Acta Geotechnica
N2  - Various models have been proposed for the prediction of the necessary support pressure at the face of a shallow tunnel. To assess their quality, the collapse of a tunnel face was modelled with small-scale model tests at single gravity. The development of the failure mechanism and the support force at the face in dry sand were investigated. The observed displacement patterns show a negligible influence of overburden on the extent and evolution of the failure zone. The latter is significantly influenced, though, by the initial density of the sand: in dense sand a chimney-wedge-type collapse mechanism developed, which propagated towards the soil surface. Initially, loose sand did not show any discrete collapse mechanism. The necessary support force was neither influenced by the overburden nor the initial density. A comparison with quantitative predictions by several theoretical models showed that the measured necessary support pressure is overestimated by most of the models. Those by Vermeer/Ruse and Léca/Dormieux showed the best agreement to the measurements.
Y1  - 2010
U6  - http://dx.doi.org/10.1007/s11440-010-0110-7
SN  - 1861-1125
VL  - 5
IS  - 1
SP  - 43
EP  - 62
PB  - Springer
CY  - Berlin
ER  - 
TY  - JOUR
A1  - Fellin, Wolfgang
A1  - King, Julian
A1  - Kirsch, Ansgar
A1  - Oberguggenberger, Michael
T1  - Uncertainty modelling and sensitivity analysis of tunnel face stability
JF  - Structural safety
N2  - This paper proposes an approach to the choice and evaluation of engineering models with the aid of a typical application in geotechnics. An important issue in the construction of shallow tunnels, especially in weak ground conditions, is the tunnel face stability. Various theoretical and numerical models for predicting the necessary support pressure have been put forth in the literature. In this paper, we combine laboratory experiments performed at the University of Innsbruck with current methods of uncertainty and sensitivity analysis for assessing adequacy, predictive power and robustness of the models. The major issues are the handling of the twofold uncertainty of test results and of model predictions as well as the decision about what are the influential input parameters.
Y1  - 2010
U6  - http://dx.doi.org/10.1016/j.strusafe.2010.06.001
SN  - 0167-4730
VL  - 32
IS  - 6
SP  - 402
EP  - 410
PB  - Elsevier
CY  - Amsterdam
ER  -