Shaking and tilt table tests of geosynthetic-reinforced soil and conventional-type retaining walls

Geosynthetics International

Volumn 5, Issue 1-2, 1998, Pages 73-96

  Koseki, J ^a   Munaf, Y ^a   Tatsuoka, F ^b   Tateyama, M ^c   Kojima, K ^c   Sato, T ^a  

^a INSTITUTE OF INDUSTRIAL SCIENCE   (Japan)

^b UNIVERSITY OF TOKYO   (Japan)

^c RAILWAY TECHNICAL RESEARCH INSTITUTE   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

ACCELERATION; DYNAMIC LOADS; EARTHQUAKE RESISTANCE; FAILURE ANALYSIS; GEOTEXTILES; MECHANICAL TESTING; SHEAR DEFORMATION; SOILS; STABILITY; STRUCTURAL ANALYSIS;

BACKFILL; FAILURE PLANE ANGLE; GEOSYNTHETIC; LIMIT EQUILIBRIUM ANALYSIS; PSEUDO STATIC ANALYSIS; SEISMIC ACCELERATION COEFFICIENT; SHAKING TABLE TEST; TILT TABLE TEST;

RETAINING WALLS;

GEOSYNTHETIC; RETAINING WALL; SEISMIC RESPONSE; SHAKING TABLE TEST;

GEOSYNTHETICS; GEOTEXTILES, WALL-REINFORCEMENT; TESTING, GEOSYNTHETIC;

EID: 0031723392     PISSN: 10726349     EISSN: None     Source Type: Journal    
DOI: 10.1680/gein.5.0115     Document Type: Article

References (12)

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