Nothing Special   »   [go: up one dir, main page]

Rayhani et al., 2008 - Google Patents

Seismic response of sands in centrifuge tests

Rayhani et al., 2008

View PDF
Document ID
16455314081746016664
Author
Rayhani M
El Naggar M
Publication year
Publication venue
Canadian Geotechnical Journal

External Links

Snippet

Seismic site response of sandy soils and seismic soil–structure interaction are investigated using an electrohydraulic earthquake simulator mounted on a centrifuge container at an 80 g field. The results of testing uniform and layered loose to medium-dense sand models …
Continue reading at www.carleton.ca (PDF) (other versions)

Classifications

    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N2291/00—Indexing codes associated with group G01N29/00
    • G01N2291/02—Indexing codes associated with the analysed material
    • G01N2291/028—Material parameters
    • G01N2291/02827—Elastic parameters, strength or force
    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N2203/00—Investigating strength properties of solid materials by application of mechanical stress
    • G01N2203/02—Details not specific for a particular testing method
    • G01N2203/026—Specifications of the specimen
    • G01N2203/0284—Bulk material, e.g. powders
    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N3/00—Investigating strength properties of solid materials by application of mechanical stress
    • G01N3/30—Investigating strength properties of solid materials by application of mechanical stress by applying a single impulsive force, e.g. by falling weight
    • G01N3/303—Investigating strength properties of solid materials by application of mechanical stress by applying a single impulsive force, e.g. by falling weight generated only by free-falling weight
    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N2203/00—Investigating strength properties of solid materials by application of mechanical stress
    • G01N2203/0058—Kind of property studied
    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01V—GEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS
    • G01V1/00—Seismology; Seismic or acoustic prospecting or detecting
    • G01V1/008—Earthquake measurement or prediction
    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01V—GEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS
    • G01V1/00—Seismology; Seismic or acoustic prospecting or detecting
    • G01V1/28—Processing seismic data, e.g. analysis, for interpretation, for correction
    • G01V1/30—Analysis
    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N33/00—Investigating or analysing materials by specific methods not covered by the preceding groups

Similar Documents

Publication Publication Date Title
Rayhani et al. Numerical modeling of seismic response of rigid foundation on soft soil
Elgamal et al. Dynamic response of saturated dense sand in laminated centrifuge container
Lee et al. Performance of an equivalent shear beam (ESB) model container for dynamic geotechnical centrifuge tests
Hashash et al. Non-linear one-dimensional seismic ground motion propagation in the Mississippi embayment
Mooney et al. Analysis of lightweight deflectometer test based on in situ stress and strain response
Maiorano et al. Kinematic response analysis of piled foundations under seismic excitation
Schnaid et al. Stiffness and strength governing the static liquefaction of tailings
Karray et al. Framework to assess pseudo-static approach for seismic stability of clayey slopes
Lin et al. Interaction between laterally loaded pile and surrounding soil
Ghayoomi et al. Empirical methodology to estimate seismically induced settlement of partially saturated sand
Mirshekari et al. Centrifuge tests to assess seismic site response of partially saturated sand layers
Hushmand et al. Seismic performance of underground reservoir structures: insight from centrifuge modeling on the influence of structure stiffness
Darby et al. Progressive changes in liquefaction and cone penetration resistance across multiple shaking events in centrifuge tests
Zhou et al. Verification of the soil-type specific correlation between liquefaction resistance and shear-wave velocity of sand by dynamic centrifuge test
Robertson et al. Characterization of unsaturated mine waste: a case history
Banerjee et al. Shake table tests and numerical modeling of liquefaction of Kasai River sand
ElSawy et al. Data Reduction and Dynamic p-y Curves of Helical Piles from Large-Scale Shake Table Tests
Hushmand et al. Seismic performance of underground reservoir structures: insight from centrifuge modeling on the influence of backfill soil type and geometry
Rayhani et al. Physical and numerical modeling of seismic soil-structure interaction in layered soils
Brennan et al. Amplification of seismic accelerations at slope crests
Chang et al. In situ pore-pressure generation behavior of liquefiable sand
Borghei et al. Effects of groundwater level on seismic response of soil–foundation systems
Vivek et al. Influence of SSI on period and damping of buildings supported by shallow foundations on cohesionless soil
Zeybek et al. Simplified procedure for prediction of earthquake-induced settlements in partially saturated soils
Araei et al. Impact and cyclic shaking on loose sand properties in laminar box using gap sensors