Mechanical behavior of segmented lining structure of tunnel under acting ground fractures in Xi'an Zone

Advanced Materials Research

Volumn 261-263, Issue , 2011, Pages 1778-1783

  Shao, Shengjun ^a   She, Fangtao ^a   Fang, Juan ^a  

^a XI'AN UNIVERSITY OF TECHNOLOGY   (China)

Author keywords

Finite difference method; Ground fractures; Segmented lining structure; Tunnel

Indexed keywords

COMPRESSION DEFORMATION; CONTACT PRESSURES; DEFORMATION JOINT; DESIGN LEVELS; ELASTIC-PLASTIC; GROUND FRACTURES; HORIZONTAL AND VERTICAL DISPLACEMENT; INTERNAL FORCES; LINING STRUCTURE; MECHANICAL BEHAVIOR; SEGMENTED LINING STRUCTURE; STEEL FIBRE; SUBWAY TUNNELS; SURROUNDING SOILS; VERTICAL DISPLACEMENTS;

BUILDING MATERIALS; CIVIL ENGINEERING; COMPRESSIVE STRESS; CONSTRUCTION EQUIPMENT; DEFORMATION; FINITE DIFFERENCE METHOD; GROUNDWATER; LININGS; MECHANICAL ENGINEERING; RAILROADS; SHOTCRETING; SOILS; STRUCTURAL DESIGN; TENSILE STRESS; UNDERPASSES;

FRACTURE;

EID: 79959772558     PISSN: 10226680     EISSN: None     Source Type: Book Series    
DOI: 10.4028/www.scientific.net/AMR.261-263.1778     Document Type: Conference Paper

References (7)

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