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You searched for subject:(TUNNELSTATIK TUNNELBAU ). Showing records 1 – 4 of 4 total matches.

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ETH Zürich

1. Cantieni, Linard. Spatial effects in tunneling through squeezing ground.

Degree: 2011, ETH Zürich

Subjects/Keywords: TUNNELSTATIK (TUNNELBAU); TUNNELSICHERUNG (TUNNELBAU); TUNNEL ANALYSIS (TUNNELLING); GEBIRGSBEWEGUNGEN + GESTEINSDRUCK + BERGSCHÄDEN (BERGBAU); GEBIRGSDRUCK (FELSMECHANIK); QUANTITATIVE INTERPRETATION IN APPLIED GEOLOGY AND GEOPHYSICS; TUNNELLING (CIVIL ENGINEERING); GROUND AND ROCK MOVEMENTS + ROCK PRESSURE + SUBSIDENCE (MINING); TEMPORARY TUNNEL SUPPORT SYSTEMS (TUNNELLING); TUNNELBAU (BAUINGENIEURWESEN); ROCK PRESSURE (ROCK MECHANICS); QUANTITATIVE INTERPRETATION IN DER ANGEWANDTEN GEOLOGIE UND GEOPHYSIK; info:eu-repo/classification/ddc/620; info:eu-repo/classification/ddc/550; Engineering & allied operations; Earth sciences

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Cantieni, L. (2011). Spatial effects in tunneling through squeezing ground. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/30258

Chicago Manual of Style (16th Edition):

Cantieni, Linard. “Spatial effects in tunneling through squeezing ground.” 2011. Doctoral Dissertation, ETH Zürich. Accessed November 18, 2019. http://hdl.handle.net/20.500.11850/30258.

MLA Handbook (7th Edition):

Cantieni, Linard. “Spatial effects in tunneling through squeezing ground.” 2011. Web. 18 Nov 2019.

Vancouver:

Cantieni L. Spatial effects in tunneling through squeezing ground. [Internet] [Doctoral dissertation]. ETH Zürich; 2011. [cited 2019 Nov 18]. Available from: http://hdl.handle.net/20.500.11850/30258.

Council of Science Editors:

Cantieni L. Spatial effects in tunneling through squeezing ground. [Doctoral Dissertation]. ETH Zürich; 2011. Available from: http://hdl.handle.net/20.500.11850/30258


ETH Zürich

2. Ramoni, Marco. On the feasibility of TBM drives in squeezing ground and the risk of shield jamming.

Degree: 2010, ETH Zürich

Subjects/Keywords: TUNNELLING MACHINERY (TUNNELLING); MECHANICAL TUNNEL BORING (TUNNELLING); DURCHLÄSSIGKEIT (GESTEINSSCHICHTEN, HYDROLOGIE); GEBIRGSDRUCK (FELSMECHANIK); TUNNEL ANALYSIS (TUNNELLING); PERMEABILITY (ROCK FORMATION, HYDROLOGY); PORE WATER PRESSURE + CAPILLARY PRESSURE + UPLIFT PRESSURE (SOIL MECHANICS); BODENVERFORMUNGEN + BODENBEWEGUNGEN (BODENMECHANIK); COMPRESSIVE DEFORMATION (ELASTOMECHANICS); GROUND MOVEMENTS + ROCK MOVEMENTS + COLLAPSES + CAVINGS (MINING); ROCK PRESSURE (ROCK MECHANICS); TUNNELSTATIK (TUNNELBAU); VORTRIEB MIT TUNNELBOHRMASCHINEN (TUNNELBAU); PORENWASSERDRUCK + KAPILLARDRUCK + AUFTRIEBDRUCK (BODENMECHANIK); TUNNELSICHERUNG (TUNNELBAU); TEMPORARY TUNNEL SUPPORT SYSTEMS (TUNNELLING); TUNNELBAUMASCHINEN (TUNNELBAU); GROUND DEFORMATIONS + GROUND MOVEMENTS (SOIL MECHANICS); GEBIRGSBEWEGUNGEN + BODENSENKUNGEN + BODENAUFBRÜCHE + EINSTÜRZE (BERGBAU); FORMÄNDERUNG DURCH ZUSAMMENDRÜCKEN (ELASTOMECHANIK); info:eu-repo/classification/ddc/620; info:eu-repo/classification/ddc/550; Engineering & allied operations; Earth sciences

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Ramoni, M. (2010). On the feasibility of TBM drives in squeezing ground and the risk of shield jamming. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/30138

Chicago Manual of Style (16th Edition):

Ramoni, Marco. “On the feasibility of TBM drives in squeezing ground and the risk of shield jamming.” 2010. Doctoral Dissertation, ETH Zürich. Accessed November 18, 2019. http://hdl.handle.net/20.500.11850/30138.

MLA Handbook (7th Edition):

Ramoni, Marco. “On the feasibility of TBM drives in squeezing ground and the risk of shield jamming.” 2010. Web. 18 Nov 2019.

Vancouver:

Ramoni M. On the feasibility of TBM drives in squeezing ground and the risk of shield jamming. [Internet] [Doctoral dissertation]. ETH Zürich; 2010. [cited 2019 Nov 18]. Available from: http://hdl.handle.net/20.500.11850/30138.

Council of Science Editors:

Ramoni M. On the feasibility of TBM drives in squeezing ground and the risk of shield jamming. [Doctoral Dissertation]. ETH Zürich; 2010. Available from: http://hdl.handle.net/20.500.11850/30138


ETH Zürich

3. Vrakas, Apostolos. Analysis of ground response and ground-support interaction in tunnelling considering large deformations.

Degree: 2016, ETH Zürich

Subjects/Keywords: CALCULATION OF STRAIN, DEFORMATION (STRUCTURAL ANALYSIS); TUNNELSTATIK (TUNNELBAU); PLASTISCHE FORMÄNDERUNG (ELASTOMECHANIK); TUNNEL ANALYSIS (TUNNELLING); GEBIRGSDRUCK (FELSMECHANIK); VERFORMUNGSBERECHNUNGEN (BAUSTATIK); COMPRESSIVE DEFORMATION (ELASTOMECHANICS); PLASTIC DEFORMATION (ELASTOMECHANICS); ROCK PRESSURE (ROCK MECHANICS); FORMÄNDERUNG DURCH ZUSAMMENDRÜCKEN (ELASTOMECHANIK); info:eu-repo/classification/ddc/620; info:eu-repo/classification/ddc/550; Engineering & allied operations; Earth sciences

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Vrakas, A. (2016). Analysis of ground response and ground-support interaction in tunnelling considering large deformations. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/122229

Chicago Manual of Style (16th Edition):

Vrakas, Apostolos. “Analysis of ground response and ground-support interaction in tunnelling considering large deformations.” 2016. Doctoral Dissertation, ETH Zürich. Accessed November 18, 2019. http://hdl.handle.net/20.500.11850/122229.

MLA Handbook (7th Edition):

Vrakas, Apostolos. “Analysis of ground response and ground-support interaction in tunnelling considering large deformations.” 2016. Web. 18 Nov 2019.

Vancouver:

Vrakas A. Analysis of ground response and ground-support interaction in tunnelling considering large deformations. [Internet] [Doctoral dissertation]. ETH Zürich; 2016. [cited 2019 Nov 18]. Available from: http://hdl.handle.net/20.500.11850/122229.

Council of Science Editors:

Vrakas A. Analysis of ground response and ground-support interaction in tunnelling considering large deformations. [Doctoral Dissertation]. ETH Zürich; 2016. Available from: http://hdl.handle.net/20.500.11850/122229


ETH Zürich

4. Vogelhuber, Martin. Der Einfluss des Porenwasserdrucks auf das mechanische Verhalten kakiritisierter Gesteine.

Degree: 2007, ETH Zürich

Subjects/Keywords: STRESS-STRAIN (GEOLOGY); STRUCTURE + TEXTURE + FABRICS (PETROGRAPHY); PORE WATER (SEDIMENTARY ENVIRONMENT); TUNNEL ANALYSIS (TUNNELLING); GEBIRGSDRUCK (FELSMECHANIK); EXPERIMENTAL GEOLOGY (EARTH SCIENCES); TUNNEL LINING (TUNNELLING); PHYSICAL ROCK PROPERTIES (PETROGRAPHY); TUNNELAUSKLEIDUNG (TUNNELBAU); STRUKTUR + TEXTUR + GEFÜGE (PETROGRAPHIE); STRESS-STRAIN (GEOLOGIE); SHEAR ZONES (GEOLOGY); GOTTHARD GROUP, GOTTHARD REGION (TICINO ALPS); ROCK PRESSURE (ROCK MECHANICS); TUNNELSTATIK (TUNNELBAU); SCHERZONE (GEOLOGIE); GOTTHARDGRUPPE, GOTTHARDREGION (TESSINER ALPEN); PORENWASSER (ABLAGERUNGSMILIEU); PHYSIKALISCHE GESTEINSEIGENSCHAFTEN (PETROGRAPHIE); EXPERIMENTALGEOLOGIE (ERDWISSENSCHAFTEN); info:eu-repo/classification/ddc/550; info:eu-repo/classification/ddc/620; Earth sciences; Engineering & allied operations

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Vogelhuber, M. (2007). Der Einfluss des Porenwasserdrucks auf das mechanische Verhalten kakiritisierter Gesteine. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/7108

Chicago Manual of Style (16th Edition):

Vogelhuber, Martin. “Der Einfluss des Porenwasserdrucks auf das mechanische Verhalten kakiritisierter Gesteine.” 2007. Doctoral Dissertation, ETH Zürich. Accessed November 18, 2019. http://hdl.handle.net/20.500.11850/7108.

MLA Handbook (7th Edition):

Vogelhuber, Martin. “Der Einfluss des Porenwasserdrucks auf das mechanische Verhalten kakiritisierter Gesteine.” 2007. Web. 18 Nov 2019.

Vancouver:

Vogelhuber M. Der Einfluss des Porenwasserdrucks auf das mechanische Verhalten kakiritisierter Gesteine. [Internet] [Doctoral dissertation]. ETH Zürich; 2007. [cited 2019 Nov 18]. Available from: http://hdl.handle.net/20.500.11850/7108.

Council of Science Editors:

Vogelhuber M. Der Einfluss des Porenwasserdrucks auf das mechanische Verhalten kakiritisierter Gesteine. [Doctoral Dissertation]. ETH Zürich; 2007. Available from: http://hdl.handle.net/20.500.11850/7108

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