Pseudo-dynamic approach of seismic design for waterfront reinforced soil-wall

Geotextiles and Geomembranes

Volumn 26, Issue 4, 2008, Pages 291-301

  Ahmad, Syed Mohd ^a   Choudhury, Deepankar ^a  

^a INDIAN INSTITUTE OF TECHNOLOGY BOMBAY   (India)

Author keywords

Earthquake; Horizontal slice method; Hydrodynamic pressure; Polylinear failure surface; Reinforced soil wall; Waterfront

Indexed keywords

ACCELERATION; ARCHITECTURAL DESIGN; COMPUTATIONAL FLUID DYNAMICS; COMPUTER NETWORKS; DYNAMICAL SYSTEMS; DYNAMICS; FAILURE (MECHANICAL); FLUID DYNAMICS; FLUID MECHANICS; HYDRODYNAMICS; HYDROSTATIC PRESSURE; MECHANICS; PRESSURE; REINFORCEMENT; RETAINING WALLS; SEISMOLOGY; SOILS; WALLS (STRUCTURAL PARTITIONS);

ALTERNATIVE DESIGNS; DESIGN METHODOLOGIES; ELSEVIER (CO); FAILURE SURFACES; GEOSYNTHETIC REINFORCEMENTS; HORIZONTAL SEISMIC ACCELERATION; HORIZONTAL SLICE METHOD; HYDRODYNAMIC PRESSURES; INERTIA FORCES; LIMIT EQUILIBRIUM ANALYSES; NORMALIZED VALUES; PSEUDO-DYNAMIC; REINFORCED SOILS; SEISMIC ACCELERATIONS; SEISMIC CONDITIONING; SEISMIC FORCES; STRENGTH (IGC: D5/D6); TWO TYPES;

SEISMIC DESIGN;

DYNAMIC ANALYSIS; EARTHQUAKE ENGINEERING; FAILURE ANALYSIS; GEOSYNTHETICS; HYDRODYNAMICS; HYDROSTATIC PRESSURE; LIMIT ANALYSIS; RETAINING WALL; S-WAVE; SEISMIC DESIGN; SOIL REINFORCEMENT; WAVE PROPAGATION;

CALCULATION; DESIGN; FAILURE ANALYSIS; GEOSYNTHETICS; MATHEMATICAL ANALYSIS; PRESSURE; SHEAR PROPERTY; SOIL REINFORCEMENT;

EID: 46149125305     PISSN: 02661144     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.geotexmem.2007.12.004     Document Type: Article

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