An elastic-viscoplastic model for frozen soils

Proceedings of the International Conference on Numerical Simulation of Construction Processes in Geotechnical Engineering for Urban Environment

Volumn , Issue , 2006, Pages 177-183

  Cudmani, Roberto ^a  

^a Zentrale Technik Abteilung Tunnelbau Teamleiter Ed   (Germany)

Author keywords

[No Author keywords available]

Indexed keywords

CREEP BEHAVIORS; CREEP TESTS; ELASTIC VISCOPLASTIC; MECHANICAL BEHAVIOR; TEMPERATURE DEPENDENT;

COMPUTER SIMULATION; CONSTRUCTION; CREEP; URBAN PLANNING; VISCOPLASTICITY;

FROZEN SOILS;

EID: 84857516741     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (7)

1. Andersland, O. and J. Al Nouri (1970). Time-dependent strength behaviour of frozen soils. Soil Mechanics and Foundation Division, ASCE 96(SM4), 1249-1265.
2. Cudmani, R. and S. Nagelsdiek (2006). FE-analysis of ground freezing for the construction of a tunnel cross connection. In Proc. Numerical Simulation of Construction Processes in Geotechnical Engineering for Urban Environment.
3. Ehl, G. (2002). Nord-Süd Stadtbahn Köln-Gefriertechnische Untersuchungen. Baugrundgutachten.
4. Gudehus, G. and A. Tamborek (1996). Zur Kraftübertragung Frostkörper-Stützelemente. Bautechnik 9, 570-581.
5. Klein, J. (1985). Handbuch des Gefrierschachtbaus. Glückauf, Essen.
6. Ladanyi, B. (1972). An engineering theory of creep of frozen soils. Canadian Geotechnical Journal 13, 63-80.
7. Orth, W. (1985). Gefrorener Sand als Werkst off Elementversuche und Materialmodell. Ph. D. thesis, ibf. Heft 100.