Behavior and stability of a large-scale cut slope considering reinforcement stages

Landslides

Volumn 6, Issue 3, 2009, Pages 263-272

  Kang, Gi Chun ^a   Song, Young Suk ^b   Kim, Tae Hyung ^c  

^a KYOTO UNIVERSITY   (Japan)

^b Korea Institute of Geosceince and Mineral Resources   (South Korea)

^c Korea Maritime University   (South Korea)

Author keywords

Monitoring; Reinforced slope; Reinforcement stages; Slope stability; Stabilizing piles

Indexed keywords

BENDING STRESS; CUT SLOPE; FIELD MONITORING; HORIZONTAL DEFLECTION; INSTRUMENTATION SYSTEMS; PILE HEAD; RAINY CONDITIONS; REINFORCED SLOPE; SLOPE REINFORCEMENT; SOIL-NAILING; STABILIZING PILES; STANDARD VALUES;

ANCHORAGES (CONCRETE CONSTRUCTION); PILES; REINFORCEMENT; SAFETY FACTOR; SOIL STRUCTURE INTERACTIONS; SYSTEM STABILITY;

SLOPE STABILITY;

BENDING; MONITORING SYSTEM; PILE; REINFORCEMENT; SLOPE STABILITY; SOIL NAILING; STABILITY ANALYSIS;

EID: 70349506762     PISSN: 1612510X     EISSN: 16125118     Source Type: Journal    
DOI: 10.1007/s10346-009-0164-5     Document Type: Article

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