Analytical solutions for shallow tunnels in saturated ground

Journal of Engineering Mechanics

Volumn 127, Issue 12, 2001, Pages 1258-1266

  Bobet, Antonio ^a,b  

^a ASCE ^*  (United States)

^b PURDUE UNIVERSITY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

SHALLOW TUNNELS;

DEFORMATION; DRAINAGE; SOILS; STRESS ANALYSIS;

TUNNELING (EXCAVATION);

DEFORMATION; DESIGN; LINING (WATERWAYS); SATURATED MEDIUM; TUNNEL;

EID: 0035577975     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(2001)127:12(1258)     Document Type: Article

References (24)

1. Ground deformations resulting from shield tunnelling in London clay
2. Ground movements caused by tunneling in soil
3. Liner stresses in tunnels in saturated ground
4. Aménagement Capivari-Cachoeira: Étude du puits en charge
5. Ground movements and damage to structures
6. Simplified analysis for tunnel supports
7. Seepage-induced effective stresses and water pressures around pressure tunnels
8. Analytical prediction for tunneling-induced ground movements in clays
9. The prediction of volume loss due to tunnelling in overconsolidated clay based on heading geometry and stability number
10. Stress distribution around a tunnel
11. Deep excavations and tunnelling in soft ground
12. Settlements upon soft-ground tunneling: Theoretical solution
13. Analysis of undrained soil deformation due to ground loss
14. Design of previous pressure tunnels
15. Prediction of settlements due to tunneling in soil: Three case histories
16. The prediction of tunnelling induced building settlements-A case study
17. Stress distribution in dry and in saturated sand above a yielding trapdoor
18. Surface settlements due to deformation of a tunnel in an elastic half plane