Creep Versus Consolidation in Tunnelling Through Squeezing Ground—Part A: Basic Time Effects
- Standort
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Deutsche Nationalbibliothek Frankfurt am Main
- Umfang
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1 Online-Ressource.
- Sprache
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Englisch
- Erschienen in
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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
- Urheber
- Beteiligte Personen und Organisationen
-
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
- Rechteinformation
-
Open Access; Der Zugriff auf das Objekt ist unbeschränkt möglich.
- Letzte Aktualisierung
- 14.08.2025, 10:55 MESZ
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Beteiligte
- Leone, Thomas
- Nordas, Alexandros N.
- Anagnostou, Georgios
- SpringerLink (Online service)
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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
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Ground movements induced by shield tunnelling in non-cohesive soils
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Squeezing for cosmic symphony
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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
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