@book{Kirsch2009, author = {Kirsch, Ansgar}, title = {On the face stability of shallow tunnels in sand. (Advances in geotechnical engineering and tunnelling ; 16)}, publisher = {Logos-Verl.}, address = {Berlin}, isbn = {978-3-8325-2149-3}, pages = {210 S.}, year = {2009}, language = {de} } @article{FellinKingKirschetal.2010, author = {Fellin, Wolfgang and King, Julian and Kirsch, Ansgar and Oberguggenberger, Michael}, title = {Uncertainty modelling and sensitivity analysis of tunnel face stability}, series = {Structural safety}, volume = {32}, journal = {Structural safety}, number = {6}, publisher = {Elsevier}, address = {Amsterdam}, issn = {0167-4730}, doi = {10.1016/j.strusafe.2010.06.001}, pages = {402 -- 410}, year = {2010}, abstract = {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.}, language = {en} } @article{Kirsch2010, author = {Kirsch, Ansgar}, title = {Experimental investigation of the face stability of shallow tunnels in sand}, series = {Acta Geotechnica}, volume = {5}, journal = {Acta Geotechnica}, number = {1}, publisher = {Springer}, address = {Berlin}, issn = {1861-1125}, doi = {10.1007/s11440-010-0110-7}, pages = {43 -- 62}, year = {2010}, abstract = {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 L{\´e}ca/Dormieux showed the best agreement to the measurements.}, language = {en} } @article{KolymbasKirsch2009, author = {Kolymbas, Dimitrios and Kirsch, Ansgar}, title = {Zum Erddruck auf Lawinenschutzgalerien}, series = {Bautechnik : Zeitschrift f{\"u}r den gesamten Ingenieurbau}, volume = {Vol. 86}, journal = {Bautechnik : Zeitschrift f{\"u}r den gesamten Ingenieurbau}, number = {Iss. 12}, issn = {1437-0999 (E-Journal); 0005-6820 (Print); 0932-8351 (Print)}, doi = {10.1002/bate.200910075}, pages = {774 -- 779}, year = {2009}, language = {de} } @article{KirschPiazzi2009, author = {Kirsch, Ansgar and Piazzi, Lukas}, title = {Numerical investigation of the effectiveness of a bored pile wall for the minimisation of settlement resulting from tunnel driving}, series = {Geomechanics and tunnelling}, volume = {Vol. 2}, journal = {Geomechanics and tunnelling}, number = {Iss. 6}, issn = {1865-7362}, doi = {10.1002/geot.200900063}, pages = {753 -- 765}, year = {2009}, language = {de} } @article{Kirsch2008, author = {Kirsch, Ansgar}, title = {Experimentelle Untersuchung des Ortsbrustversagens seichter Tunnel}, series = {{\"O}sterreichische Bauwirtschaft}, journal = {{\"O}sterreichische Bauwirtschaft}, number = {Sondernr.}, pages = {6 -- 9}, year = {2008}, language = {de} } @techreport{Kirsch2008, type = {Working Paper}, author = {Kirsch, Ansgar}, title = {Vermittlung wissenschaftlicher Schreibkompetenzen unter Einbeziehung aktueller Forschungsinhalte}, series = {Schaufenster Lehre}, journal = {Schaufenster Lehre}, pages = {36 S.}, year = {2008}, language = {de} } @inproceedings{KirschFelberMarcheretal.2014, author = {Kirsch, Ansgar and Felber, W. and Marcher, Thomas and Fuchs, W.}, title = {Geotechnical challenges during design and construction of a ski resort in Azerbaijan}, series = {Geotechnics of roads and railways : proceedings of the 15th Danube - European Conference on Geotechnical Engineering : 9-11 September 2014, Vienna, Austria}, booktitle = {Geotechnics of roads and railways : proceedings of the 15th Danube - European Conference on Geotechnical Engineering : 9-11 September 2014, Vienna, Austria}, publisher = {{\"O}IAV - {\"O}sterreichischer Ingenieur- und Architekten-Verein}, address = {Wien}, organization = {Danube - European Conference on Geotechnical Engineering <15, 2014, Wien>}, isbn = {978-3-902593-01-6}, pages = {757 -- 762}, year = {2014}, language = {en} } @article{KolymbasFellinKirsch2006, author = {Kolymbas, Dimitrios and Fellin, W. and Kirsch, Ansgar}, title = {Squeezing due to stress relaxation in foliated rock}, series = {International journal for numerical and analytical methods in geomechanics}, volume = {Vol. 30}, journal = {International journal for numerical and analytical methods in geomechanics}, number = {Iss. 13}, issn = {1096-9853 (E-Journal); 0363-9061 (Print)}, doi = {10.1002/nag.530}, pages = {1357 -- 1367}, year = {2006}, language = {en} } @incollection{Biener2009, author = {Biener, Ernst}, title = {Abfallwirtschaft}, series = {Wendehorst Beispiele aus der Baupraxis. - 3. Aufl.}, booktitle = {Wendehorst Beispiele aus der Baupraxis. - 3. Aufl.}, publisher = {Springer Vieweg}, address = {Wiesbaden}, isbn = {978-3-8348-0684-0 ; 978-3-8348-9997-2}, doi = {10.1007/978-3-8348-9997-2_16}, pages = {463 -- 499}, year = {2009}, language = {de} } @incollection{Feiser2005, author = {Feiser, Johannes}, title = {Geotechnik}, series = {Wendehorst Beispiele aus der Baupraxis. - 1. Aufl.}, booktitle = {Wendehorst Beispiele aus der Baupraxis. - 1. Aufl.}, publisher = {Teubner}, address = {Stuttgart}, isbn = {3-519-00489-5 ; 978-3-519-00489-9}, pages = {195 -- 220}, year = {2005}, language = {de} } @incollection{Strohmeier2005, author = {Strohmeier, Andreas}, title = {Wasserwirtschaft}, series = {Wendehorst Beispiele aus der Baupraxis. - 1. Aufl.}, booktitle = {Wendehorst Beispiele aus der Baupraxis. - 1. Aufl.}, publisher = {Teubner}, address = {Stuttgart}, isbn = {3-519-00489-5 ; 978-3-519-00489-9}, pages = {221 -- 254}, year = {2005}, language = {de} } @book{Vismann2015, author = {Vismann, Ulrich}, title = {Wendehorst Beispiele aus der Baupraxis / Ulrich Vismann (Hrsg.). - 5., durchges. und aktualis. Aufl.}, publisher = {Springer Vieweg}, address = {Wiesbaden}, isbn = {978-3-658-01680-7 (print) ; 978-3-658-01681-4 (e-Book)}, doi = {10.1007/978-3-658-01681-4}, pages = {XIII, 774 S.}, year = {2015}, language = {de} } @incollection{VismannSchueller2015, author = {Vismann, Ulrich and Sch{\"u}ller, Michael}, title = {Stahlbetonbau}, series = {Wendehorst Beispiele aus der Baupraxis. / 5. Auflage}, booktitle = {Wendehorst Beispiele aus der Baupraxis. / 5. Auflage}, publisher = {Springer Vieweg}, address = {Wiesbaden}, isbn = {978-3-658-01680-7 ; 978-3-658-01681-4}, doi = {10.1007/978-3-658-01681-4_9}, pages = {243 -- 322}, year = {2015}, abstract = {Das Kapitel Stahlbetonbau besteht aus einer Formelsammlung (Teil A) sowie einem Praxisbeispiel (Teil B). In dem Praxisbeispiel werden exemplarisch die erforderlichen Rechenschritte und Nachweise zur Bemessung im GZT und GZG nach Eurocode 2 [1] vorgestellt. Die Hinweise im Text beziehen sich, soweit nicht explizit erw{\"a}hnt, auf Wendehorst, Bautechnische Zahlentafeln, 35. Auflage, „Stahlbeton- und Spannbetonbau nach Eurocode 2" [2]. Die zum Praxisbeispiel zugeh{\"o}rigen Konstruktions- und Bewehrungszeichnungen stehen im Onlineportal zu diesem Buch zum kostenlosen Download bereit (siehe unter www.springer.com).}, language = {de} } @incollection{Feiser2015, author = {Feiser, Johannes}, title = {Geotechnik}, series = {Wendehorst Beispiele aus der Baupraxis. / 5. Auflage}, booktitle = {Wendehorst Beispiele aus der Baupraxis. / 5. Auflage}, publisher = {Springer Vieweg}, address = {Wiesbaden}, isbn = {978-3-658-01689-0 ; 978-3-410-24199-7}, doi = {10.1007/978-3-658-01681-4_14}, pages = {547 -- 598}, year = {2015}, language = {de} } @incollection{Strohmeier2015, author = {Strohmeier, Andreas}, title = {Siedlungswasserwirtschaft}, series = {Wendehorst Beispiele aus der Baupraxis. / 5. Auflage}, booktitle = {Wendehorst Beispiele aus der Baupraxis. / 5. Auflage}, publisher = {Springer Vieweg}, address = {Wiesbaden}, isbn = {978-3-658-01689-0 ; 978-3-410-24199-7}, doi = {10.1007/978-3-658-01681-4_16}, pages = {635 -- 678}, year = {2015}, abstract = {Nachfolgende Ausf{\"u}hrungen und Berechnungsbeispiele beziehen sich auf Kapitel 19 Siedlungswasserwirtschaft im „Wendehorst: Bautechnische Zahlentafeln 35. Auflage 2015" (abgek{\"u}rzt: BZ). F{\"u}r den Bau von Anlagen der Siedlungswasserwirtschaft sind ebenso die Grundlagen der Hydraulik zu ber{\"u}cksichtigen. Aus diesem Grunde sind auch die entsprechenden Ausf{\"u}hrungen zur Hydraulik zu beachten.}, language = {de} } @incollection{Biener2015, author = {Biener, Ernst}, title = {Abfallwirtschaft}, series = {Wendehorst Beispiele aus der Baupraxis. - 5. Aufl.}, booktitle = {Wendehorst Beispiele aus der Baupraxis. - 5. Aufl.}, publisher = {Springer Vieweg}, address = {Wiesbaden}, isbn = {978-3-658-01689-0 ; 978-3-410-24199-7}, doi = {10.1007/978-3-658-01681-4_17}, pages = {680 -- 723}, year = {2015}, language = {de} } @book{Vismann2012, author = {Vismann, Ulrich}, title = {Wendehorst Beispiele aus der Baupraxis / Ulrich Vismann (Hrsg.). - 4., durchges. und aktualis. Aufl.}, publisher = {Springer Vieweg}, address = {Wiesbaden}, isbn = {978-3-8348-0999-5 ; 978-3-8348-8229-5}, doi = {10.1007/978-3-8348-8229-5}, pages = {X, 653 S.}, year = {2012}, language = {de} } @article{BayonValeroGarciaBartualetal.2016, author = {Bayon, Arnau and Valero, Daniel and Garcia-Bartual, Rafael and Vall{\´e}s-Mor{\´a}n, Francisco Jos{\´e} and L{\´o}pez-Jim{\´e}nez, P. Amparo}, title = {Performance assessment of OpenFOAM and FLOW-3D in the numerical modeling of a low Reynolds number hydraulic jump}, series = {Environmental Modelling \& Software}, volume = {80}, journal = {Environmental Modelling \& Software}, publisher = {Elsevier}, address = {Amsterdam}, isbn = {1364-8152}, doi = {10.1016/j.envsoft.2016.02.018}, pages = {322 -- 335}, year = {2016}, abstract = {A comparative performance analysis of the CFD platforms OpenFOAM and FLOW-3D is presented, focusing on a 3D swirling turbulent flow: a steady hydraulic jump at low Reynolds number. Turbulence is treated using RANS approach RNG k-ε. A Volume Of Fluid (VOF) method is used to track the air-water interface, consequently aeration is modeled using an Eulerian-Eulerian approach. Structured meshes of cubic elements are used to discretize the channel geometry. The numerical model accuracy is assessed comparing representative hydraulic jump variables (sequent depth ratio, roller length, mean velocity profiles, velocity decay or free surface profile) to experimental data. The model results are also compared to previous studies to broaden the result validation. Both codes reproduced the phenomenon under study concurring with experimental data, although special care must be taken when swirling flows occur. Both models can be used to reproduce the hydraulic performance of energy dissipation structures at low Reynolds numbers.}, language = {en} } @book{LaumannWolf2024, author = {Laumann, J{\"o}rg and Wolf, Christian}, title = {Stahlbau 1 : Bemessung von Stahlbauten nach Eurocode mit zahlreichen Beispielen}, edition = {26., {\"u}berarbeitete und aktualisierte Auflage}, publisher = {Springer Vieweg}, address = {Wiesbaden}, isbn = {978-3-658-41323-1 (Print)}, doi = {10.1007/978-3-658-41324-8}, pages = {XVI, 661 Seiten}, year = {2024}, language = {de} }