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

Menq, 2003 - Google Patents

Dynamic properties of sandy and gravelly soils

Menq, 2003

View PDF
Document ID
4242589169589701905
Author
Menq F
Publication year

External Links

Snippet

A two-part study was undertaken to evaluate the dynamic properties of nonplastic sandy and gravelly soils. The first part involved the development of a large-scale, multi-mode, free-free resonant column. This device is called the multi-mode device, MMD. Key benefits of this …
Continue reading at repositories.lib.utexas.edu (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
    • G01M—TESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING STRUCTURES OR APPARATUS NOT OTHERWISE PROVIDED FOR
    • G01M7/00—Vibration-testing of structures; Shock-testing of structures
    • G01M7/08—Shock-testing
    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01M—TESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING STRUCTURES OR APPARATUS NOT OTHERWISE PROVIDED FOR
    • G01M7/00—Vibration-testing of structures; Shock-testing of structures
    • G01M7/02—Vibration-testing by means of a shake table
    • G01M7/025—Measuring arrangements
    • 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
    • G01V—GEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS
    • G01V1/00—Seismology; Seismic or acoustic prospecting or detecting
    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N29/00—Investigating or analysing materials by the use of ultrasonic, sonic or infrasonic waves; Visualisation of the interior of objects by transmitting ultrasonic or sonic waves through the object
    • G01N29/22—Details, e.g. general constructional or apparatus details
    • 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
    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01H—MEASUREMENT OF MECHANICAL VIBRATIONS OR ULTRASONIC, SONIC OR INFRASONIC WAVES
    • G01H1/00—Measuring characteristics of vibrations in solids by using direct conduction to the detector
    • G01H1/04—Measuring characteristics of vibrations in solids by using direct conduction to the detector of vibrations which are transverse to direction of propagation
    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N9/00—Investigating density or specific gravity of materials; Analysing materials by determining density or specific gravity
    • G01N9/002—Investigating density or specific gravity of materials; Analysing materials by determining density or specific gravity using variation of the resonant frequency of an element vibrating in contact with the material submitted to analysis

Similar Documents

Publication Publication Date Title
Menq Dynamic properties of sandy and gravelly soils
Kim Deformational characteristics of soils at small to intermediate strains from cyclic tests
Fioravante et al. On the use of multi-directional piezoelectric transducers in triaxial testing
Jabary et al. Structure-soil-structure interaction effects on structures retrofitted with tuned mass dampers
Viggiani Small strain stiffness of fine grained soils
Zeng et al. Application of Bender Elements in Measuring G max of Sand Under K Condition
Bai Preloading effects on dynamic sand behavior by resonant column tests
Cascante et al. Low strain measurements using random noise excitation
Schaeffer et al. Dynamic modulus and damping ratio measurements from free-free resonance and fixed-free resonant column procedures
Woods Laboratory measurement of dynamic soil properties
Kuribayashi et al. Effects of stress-strain conditions on dynamic properties of sands
Sas et al. Laboratory measurement of shear stiffness in resonant column apparatus
Sebastian et al. Resonant column tests and nonlinear elasticity in simulated rocks
Cascante et al. A new mathematical model for resonant-column measurements including eddy-current effects
Valle-Molina Measurements of Vp and Vs in dry, unsaturated and saturated sand specimens with piezoelectric transducers
Nistri et al. Design and in field validation of a modular metamaterial for mitigation of railway induced vibrations
Moayerian Effect of loading frequency on dynamic properties of soils using resonant column
Takkabutr Experimental investigations on small-strain stiffness properties of partially saturated soils via resonant column and bender element testing
Prakash et al. Dynamic properties of soils from in-situ tests
Sebastian et al. Long wavelength propagation of elastic waves across frictional and filled rock joints with different orientations: experimental results
Amat Elastic stiffness moduli of Hostun sand
Shen et al. Microcomputer based free torsional vibration test
Guyer et al. Equation of state hysteresis and resonant bar measurements on rock
Su Centrifuge investigation on responses of sand deposit and sand-pile system under multi-directional earthquake loading
Sawangsuriya et al. Wave-based techniques for evaluating elastic modulus and Poisson’s ratio of laboratory compacted lateritic soils