Effect of temperature control on a tunnel in permafrost

Tunnelling and Underground Space Technology

Volumn 22, Issue 4, 2007, Pages 483-488

  Tang, Guozhang ^a,b   Wang, XinHua ^a  

^a CENTRAL SOUTH UNIVERSITY   (China)

^b Design Institute   (China)

Author keywords

Excavation; Finite element analysis; Permafrost; Temperature control; Tunnel

Indexed keywords

FINITE ELEMENT METHOD; PERMAFROST; TEMPERATURE CONTROL; THAWING; TUNNEL LININGS;

LINING INSTALLATION; TUNNEL STABILITY;

TUNNELING (EXCAVATION);

FINITE ELEMENT METHOD; PERMAFROST; TEMPERATURE CONTROL; THAWING; TUNNEL LININGS; TUNNELING (EXCAVATION);

FINITE ELEMENT METHOD; GROUND CONDITIONS; PERMAFROST; STABILITY ANALYSIS; TEMPERATURE EFFECT; THAWING; TUNNELING; UNDERGROUND CONSTRUCTION;

EID: 33947179487     PISSN: 08867798     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.tust.2005.11.007     Document Type: Article

References (7)

1. Guan B. Focus in Design of Tunnel (2003), China Communications Press, Beijing pp. 16-30
2. Huang S.L., Aughenbaugh N.B., and Wu M.-C. Stability study of CRREL permafrost tunnel. Journal of Geotechnical Engineering 112 8 (1986) 777-790
3. Johansen N.I., Huang S.L., and Aughenbaugh N.B. Alaska's CRREL permafrost tunnel. Tunnelling and Underground Space Technology 3 1 (1988) 19-24
4. Qiao W.-g., Li D.-y., and Wu X.-z. Survey analysis of freezing method applied to connected aisle in metro tunnel. Rock and Soil Mechanics 24 4 (2003) 2666-2669
5. Sopko, J.A. Frozen Earth Cofferdam Design.
6. Wang C., Lou G., and Ma Y. The technique of horizontal freezing and underground excavating within water bearing soft soil in busy section of a city. Journal of Glaciology and Geocryology 22 2 (2000) 278-281
7. Xu X., Wang J., and Zhang L. Frozen-Earth Physics (2001), Science Press, Beijing p. 86