Patterns of soil deformations around tunnels. Application to the extension of Madrid Metro

Computers and Geotechnics

Volumn 28, Issue 6-7, 2001, Pages 445-468

  Gonzalez C ^a   Sagaseta, C ^a  

^a UNIVERSITY OF CANTABRIA   (Spain)

Author keywords

Analytical solutions; Soft ground tunnels; Soil deformation; Subsidence

Indexed keywords

DEFORMATION; NUMERICAL ANALYSIS; SOILS; TUNNELING (EXCAVATION);

TUNNEL GEOMETRY;

GEOTECHNICAL ENGINEERING;

DEFORMATION; SOIL MECHANICS; SUBSIDENCE; TUNNEL;

SPAIN;

EID: 0034901431     PISSN: 0266352X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0266-352X(01)00007-6     Document Type: Article

References (32)

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4. The Heathrow express trial tunnel
5. Prediction of ground subsidence above tunnels in Cairo
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20. Analysis of undrained soil deformation due to ground loss
21. Author's reply
22. On the role of analytical solutions for the evaluation of soil deformations around tunnels
23. Soil deformations due to the excavation of two parallel underground caverns
24. Discussion
25. Selection of parameters for underground construction
26. Surface settlements due to deformation of a tunnel in an elastic half plane
27. Plasticity solutions for soil behaviour around contracting cavities and tunnels