Ground-shotcrete interaction of NATM tunnels with high overburden

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 131, Issue 7, 2005, Pages 886-897

  Boldini, Daniela ^a   Lackner, Roman ^b   Mang, Herbert A ^b  

^a SAPIENZA UNIVERSITY OF ROME   (Italy)

^b Institute for Mechanics of Materials and Structures   (Austria)

Author keywords

Construction methods; Creep; Shotcrete; Soil structure interaction; Tunneling; Viscoplasticity

Indexed keywords

APPROXIMATION THEORY; COST EFFECTIVENESS; DECISION MAKING; DEFORMATION; GEOTECHNICAL ENGINEERING; OPTIMIZATION;

GEOTECHNICAL CONDITIONS; NEW AUSTRIAN TUNNELING METHOD (NATM); REALISTIC MATERIALS; TUNNELING PROCESS;

TUNNELS;

NATM; SHOTCRETE;

EID: 22744446709     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2005)131:7(886)     Document Type: Article

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