Hochschulschrift
Investigation and evaluation of rock mass characteristics for development of new TBM performance prediction model in hard rock conditions
- Location
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Deutsche Nationalbibliothek Frankfurt am Main
- ISBN
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9783921837764
- Dimensions
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21 cm
- Extent
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XXIII, 352 Seiten
- Language
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Englisch
- Notes
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Illustrationen, Diagramme
Universität Stuttgart, Dissertation, 2021
- Bibliographic citation
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Mitteilung ... des Instituts für Geotechnik / Universität Stuttgart ; Heft 76 (2021)
- Classification
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Ingenieurbau und Umwelttechnik
- Event
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Veröffentlichung
- (where)
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Stuttgart
- (who)
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Institut für Geotechnik, Universität Stuttgart
- (when)
-
2021
- Creator
- Contributor
- Table of contents
- Rights
-
Bei diesem Objekt liegt nur das Inhaltsverzeichnis digital vor. Der Zugriff darauf ist unbeschränkt möglich.
- Last update
-
11.06.2025, 2:02 PM CEST
Data provider
This object is provided by:
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Deutsche Nationalbibliothek. If you have any questions about the object, please contact the data provider.
Object type
- Hochschulschrift
Associated
- Salimi, Alireza
- Moormann, Christian
- Institut für Geotechnik, Universität Stuttgart
Time of origin
- 2021
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From Exploratory Tunnel to Base Tunnel: Hard Rock TBM Performance Prediction by Means of a Stochastic Approach
The Influence of Geotechnical Parameters on Penetration Prediction in TBM Tunneling in Hard Rock : Special focus on the parameter of rock toughness and discontinuity pattern in rock mass
Indirect Adaptive Robust Trajectory Tracking Control of Hard Rock TBM with Load Variation of Tunneling Face
Assessing TBM performance in heterogeneous rock masses
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Multi-step real-time prediction of hard-rock TBM penetration rate combining temporal convolutional network and squeeze-and-excitation block
Discrete/Finite Element Modelling of Rock Cutting with a TBM Disc Cutter
TBM tunnelling in hard rock and soil
Determining abrasivity for hard rock TBM tunnelling
Introducing Tree-Based-Regression Models for Prediction of Hard Rock TBM Performance with Consideration of Rock Type
The influence of rock and rock mass properties towards prediction of TBM penetration rates
On the Effect of Shield Friction in Hard Rock TBM Excavation
From Exploratory Tunnel to Base Tunnel: Hard Rock TBM Performance Prediction by Means of a Stochastic Approach
The Influence of Geotechnical Parameters on Penetration Prediction in TBM Tunneling in Hard Rock : Special focus on the parameter of rock toughness and discontinuity pattern in rock mass
Indirect Adaptive Robust Trajectory Tracking Control of Hard Rock TBM with Load Variation of Tunneling Face
Assessing TBM performance in heterogeneous rock masses
Analysis of rock cuttability based on excavation parameters of TBM
Multi-step real-time prediction of hard-rock TBM penetration rate combining temporal convolutional network and squeeze-and-excitation block
Discrete/Finite Element Modelling of Rock Cutting with a TBM Disc Cutter
TBM tunnelling in hard rock and soil
Determining abrasivity for hard rock TBM tunnelling
Introducing Tree-Based-Regression Models for Prediction of Hard Rock TBM Performance with Consideration of Rock Type
The influence of rock and rock mass properties towards prediction of TBM penetration rates
On the Effect of Shield Friction in Hard Rock TBM Excavation
From Exploratory Tunnel to Base Tunnel: Hard Rock TBM Performance Prediction by Means of a Stochastic Approach
The Influence of Geotechnical Parameters on Penetration Prediction in TBM Tunneling in Hard Rock : Special focus on the parameter of rock toughness and discontinuity pattern in rock mass
Indirect Adaptive Robust Trajectory Tracking Control of Hard Rock TBM with Load Variation of Tunneling Face
Assessing TBM performance in heterogeneous rock masses
Analysis of rock cuttability based on excavation parameters of TBM
Multi-step real-time prediction of hard-rock TBM penetration rate combining temporal convolutional network and squeeze-and-excitation block