FEM modeling method for anchored slope stability analysis and discussions on anchoring effect

Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering

Volumn 30, Issue 7, 2008, Pages 1099-1104

  Zhuang, Xiao Ying ^a   Cai, Yong Chang ^a,b   Zhu, He Hua ^a,b  

^a TONGJI UNIVERSITY   (China)

^b Tongji University   (China)

Author keywords

Anchorage effect; Anchored slope; Effective anchorage length; FEM modeling; Truss element

Indexed keywords

ANCHORAGES (FOUNDATIONS); BOND LENGTH; EMBANKMENT DAMS; FINITE ELEMENT METHOD; MATERIALS SCIENCE; OPTICAL BISTABILITY; REINFORCEMENT; SAFETY FACTOR; SHEAR STRENGTH; SLOPE PROTECTION; SOIL MECHANICS; SOILS; STRENGTH OF MATERIALS; SYSTEM STABILITY; TRUSSES;

A-STABILITY; ANCHOR STRUCTURE; ANCHORAGE EFFECT; ANCHORAGE LENGTHS; ANCHORED SLOPE; ANCHORED SLOPES; ANCHORING EFFECTS; DEFORMATION COMPATIBILITY; EFFECTIVE ANCHORAGE LENGTH; FEM ANALYSIS; FEM MODELING; RIGID BODIES; SLICE METHOD; SLIP SURFACES; SLOPE STABILITY ANALYSIS; SOIL SLOPES; STRESS FIELDS; TRUSS ELEMENT; TRUSS ELEMENTS; ULTIMATE SHEAR STRENGTH;

SLOPE STABILITY;

EID: 48549096876     PISSN: 10004548     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (10)

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