Creep Versus Consolidation in Tunnelling Through Squeezing Ground—Part A: Basic Time Effects
- Location
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Deutsche Nationalbibliothek Frankfurt am Main
- Extent
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1 Online-Ressource.
- Language
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Englisch
- Bibliographic citation
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Creep Versus Consolidation in Tunnelling Through Squeezing Ground—Part A: Basic Time Effects ; day:13 ; month:3 ; year:2024 ; pages:1-18
Rock mechanics and rock engineering ; (13.3.2024), 1-18
- Creator
- Contributor
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SpringerLink (Online service)
- DOI
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10.1007/s00603-023-03720-6
- URN
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urn:nbn:de:101:1-2405152123086.661987747114
- Rights
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Open Access; Der Zugriff auf das Objekt ist unbeschränkt möglich.
- Last update
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14.08.2025, 10:55 AM 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.
Associated
- Leone, Thomas
- Nordas, Alexandros N.
- Anagnostou, Georgios
- SpringerLink (Online service)
Other Objects (12)
Creep Versus Consolidation in Tunnelling through Squeezing Ground—Part B: Transferability of Experience
Effects of Creep on Shield Tunnelling Through Squeezing Ground
On the role of constitutive behaviour in the response of squeezing ground to tunnelling
Investigating High-Strength Expanded Polystyrene (HS-EPS) as yielding support elements for tunnelling in squeezing ground conditions
Quantum squeezing
Ground movements induced by shield tunnelling in non-cohesive soils
Modified criterion for prediction of tunnel deformation in non-squeezing ground conditions
Middle dimensional non-squeezing, infinite dimensional non-squeezing and generating functions
Modelling ground movement and associated building response due to tunnelling in soils
Squeezing a go function
Squeezing for cosmic symphony
Tunnelling and tunnel mechanics : a rational approach to tunnelling
Creep Versus Consolidation in Tunnelling through Squeezing Ground—Part B: Transferability of Experience
Effects of Creep on Shield Tunnelling Through Squeezing Ground
On the role of constitutive behaviour in the response of squeezing ground to tunnelling
Investigating High-Strength Expanded Polystyrene (HS-EPS) as yielding support elements for tunnelling in squeezing ground conditions
Quantum squeezing
Ground movements induced by shield tunnelling in non-cohesive soils
Modified criterion for prediction of tunnel deformation in non-squeezing ground conditions
Middle dimensional non-squeezing, infinite dimensional non-squeezing and generating functions
Modelling ground movement and associated building response due to tunnelling in soils
Squeezing a go function
Squeezing for cosmic symphony
Tunnelling and tunnel mechanics : a rational approach to tunnelling
Creep Versus Consolidation in Tunnelling through Squeezing Ground—Part B: Transferability of Experience
Effects of Creep on Shield Tunnelling Through Squeezing Ground
On the role of constitutive behaviour in the response of squeezing ground to tunnelling
Investigating High-Strength Expanded Polystyrene (HS-EPS) as yielding support elements for tunnelling in squeezing ground conditions
Quantum squeezing
Ground movements induced by shield tunnelling in non-cohesive soils
Modified criterion for prediction of tunnel deformation in non-squeezing ground conditions
Middle dimensional non-squeezing, infinite dimensional non-squeezing and generating functions
Modelling ground movement and associated building response due to tunnelling in soils
Squeezing a go function
Squeezing for cosmic symphony