Modelling of a tunnel excavation in a non-cohesive soil improved with cement mix injections

Computers and Geotechnics

Volumn 27, Issue 4, 2000, Pages 249-272

  Nicolini, E ^a   Nova, R ^a  

^a POLITECNICO DI MILANO   (Italy)

Author keywords

[No Author keywords available]

Indexed keywords

CEMENTS; COMPUTATIONAL METHODS; COMPUTER SIMULATION; DIFFUSION IN SOLIDS; TUNNELING (EXCAVATION);

CEMENT MIX INJECTIONS; NON-COHESIVE SOILS;

SOIL MECHANICS;

CEMENT; SOIL IMPROVEMENT; TUNNELING;

EID: 0033766087     PISSN: 0266352X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0266-352X(00)00003-3     Document Type: Article

References (9)

1. Experimental measurements and numerical analyses of the excavation of a railway tunnel in grouted soil in Milan
2. Analisi degli spostamenti indotti dalle fasi di scavo di una galleria metropolitana
3. Explicit finite-difference methods in geomechanics
4. Control of grouted tunnels through seismic tomography
5. Procedura di consolidamento per lo scavo di una galleria in terreno granulare
6. Analysis of convergence behind the face of a tunnel
7. Chemical grouting technology
8. Blind hole tunnel for an underground station in Milan: Finite element analysis and comparison with in situ measured settlements
9. An application of a strain hardening model in the design of tunnels in sand