Face stability of shallow tunnels in partially saturated soil: centrifuge testing and numerical analysis

Géotechnique ◽  
2015 ◽  
Vol 65 (6) ◽  
pp. 454-467 ◽  
Author(s):  
E. Soranzo ◽  
R. Tamagnini ◽  
W. Wu
2018 ◽  
Vol 174 ◽  
pp. 03004
Author(s):  
Paweł Fedczuk

The paper presents a concept of numerical analysis of suction influence on behaviour of partially saturated soil medium. Behaviour of soil is described by elasto-plastic model of unsaturated soil [1]. A numerical procedure of stress path simulation in the triaxial test [2] is used for the analysis of one non-standard shear path (for 3 suction levels).


PAMM ◽  
2009 ◽  
Vol 9 (1) ◽  
pp. 215-216 ◽  
Author(s):  
Felix Nagel ◽  
Janosch Stascheit ◽  
Günther Meschke

2019 ◽  
Vol 81 (10) ◽  
pp. 3778-3802
Author(s):  
Simon J. Duncan ◽  
Keith R. Daly ◽  
Daniel M. McKay Fletcher ◽  
Siul Ruiz ◽  
Paul Sweeney ◽  
...  

Sign in / Sign up

Export Citation Format

Share Document