Hochschulschrift
Hydro-mechanical behaviour of clays : significance of mineralogy
- Location
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Deutsche Nationalbibliothek Frankfurt am Main
- Dimensions
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30 cm
- Extent
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XX, 257 Seiten
- Language
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Englisch
- Notes
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Illustrationen
Ruhr-Universität Bochum, Dissertation, 2014
- Bibliographic citation
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Schriftenreihe des Lehrstuhls für Grundbau, Boden- und Felsmechanik / Ruhr-Universität Bochum ; Heft 53
- Classification
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Chemie
- Keyword
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Kompressibilität
Saugspannung
Ödometer
Struktur
Bentonit
- Event
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Veröffentlichung
- (where)
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Bochum
- (who)
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Ruhr-Universität Bochum Lehrstuhl für Grundbau, Boden- und Felsmechanik
- (when)
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[2014]
- Creator
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Baille, Wiebke
- Table of contents
- Rights
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Bei diesem Objekt liegt nur das Inhaltsverzeichnis digital vor. Der Zugriff darauf ist unbeschränkt möglich.
- Last update
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11.06.2025, 2:27 PM CEST
Data provider
This object is provided by:
Deutsche Nationalbibliothek. If you have any questions about the object, please contact the data provider.
Deutsche Nationalbibliothek. If you have any questions about the object, please contact the data provider.
Object type
- Hochschulschrift
Associated
- Baille, Wiebke
- Ruhr-Universität Bochum Lehrstuhl für Grundbau, Boden- und Felsmechanik
Time of origin
- [2014]
Other Objects (12)
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A Hydro-mechanical Approach to Model Swelling Tests of Clay-Sulfate Rocks
Failure mode transition in Opalinus Clay: a hydro-mechanical and microstructural perspective
Failure mode transition in Opalinus Clay: a hydro-mechanical and microstructural perspective
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The Anisotropic Behavior of a Clay Shale: Strength, Hydro‐Mechanical Couplings and Failure Processes
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A universal hydro-mechanical coupled behavior model for clay-bearing strata—Molecular-level simulation approach
Hydro-mechanical behaviour of clays
Experimental Investigations on Hydro-mechanical Processes in Reconstituted Clay Shale and Their Significance for Constitutive Modelling
Coupled Hydro-Mechanical Modeling of Swelling Processes in Clay–Sulfate Rocks
A Hydro-mechanical Approach to Model Swelling Tests of Clay-Sulfate Rocks
Failure mode transition in Opalinus Clay: a hydro-mechanical and microstructural perspective
Failure mode transition in Opalinus Clay: a hydro-mechanical and microstructural perspective
Failure mode transition in Opalinus Clay: a hydro-mechanical and microstructural perspective
Hydro-mechanical behaviour of collapsible soils
Hydro-mechanical behaviour of collapsible soils
The Anisotropic Behavior of a Clay Shale: Strength, Hydro‐Mechanical Couplings and Failure Processes
Hydro-mechanical properties of partially saturated sand
A universal hydro-mechanical coupled behavior model for clay-bearing strata—Molecular-level simulation approach
Hydro-mechanical behaviour of clays
Experimental Investigations on Hydro-mechanical Processes in Reconstituted Clay Shale and Their Significance for Constitutive Modelling
Coupled Hydro-Mechanical Modeling of Swelling Processes in Clay–Sulfate Rocks
A Hydro-mechanical Approach to Model Swelling Tests of Clay-Sulfate Rocks
Failure mode transition in Opalinus Clay: a hydro-mechanical and microstructural perspective
Failure mode transition in Opalinus Clay: a hydro-mechanical and microstructural perspective
Failure mode transition in Opalinus Clay: a hydro-mechanical and microstructural perspective
Hydro-mechanical behaviour of collapsible soils
Hydro-mechanical behaviour of collapsible soils
The Anisotropic Behavior of a Clay Shale: Strength, Hydro‐Mechanical Couplings and Failure Processes
Hydro-mechanical properties of partially saturated sand