Liang et al., 1993 - Google Patents

Wave equation parameters from driven-rod test

Liang et al., 1993

Document ID
10078686139576235377
Author
Liang R
Sheng Y
Publication year
Publication venue
Journal of geotechnical engineering

External Links

Snippet

A method involving the use of driven-rod test in conjunction with the measurement of high- strain test (HST) data is introduced as an in-situ testing technique for the determination of Smith model parameters, including the static soil resistance to pile driving and its …
Continue reading at ascelibrary.org (other versions)

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D1/00—Investigation of foundation soil in situ
    • E02D1/02—Investigation of foundation soil in situ before construction work
    • E02D1/022—Investigation of foundation soil in situ before construction work by investigating mechanical properties of the soil
    • 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
    • G01N2203/0076—Hardness, compressibility or resistance to crushing
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/02—Improving by compacting
    • 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
    • G01N3/40—Investigating hardness or rebound hardness
    • G01N3/42—Investigating hardness or rebound hardness by performing impressions under a steady load by indentors, e.g. sphere, pyramid
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D33/00—Testing foundations or foundation structures
    • 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

Similar Documents

Publication Publication Date Title
Hwang et al. Ground response during pile driving
Sugimoto et al. Influence of rigid and flexible face on geogrid pullout tests
Koerner et al. Acoustic emission behavior and monitoring of soils
Hanna et al. Shaft resistance of single vertical and batter piles driven in sand
Bruno et al. Dynamic and static load testing of model piles driven into dense sand
Sahadewa et al. Field testing method for evaluating the small-strain shear modulus and shear modulus nonlinearity of solid waste
Raines et al. Driving characteristics of open-toe piles in dense sand
Fellenius Pile foundations
Finno et al. Non-destructive evaluation of a deep foundation test section at the Northwestern University national geotechnical experimentation site
March-EI Bearing capacity of piles in soils with time dependent characteristics
Liang et al. Wave equation parameters from driven-rod test
Flynn et al. Driven cast-in-situ piles installed using hydraulic hammers: Installation energy transfer and driveability assessment
Brown The rapid load testing of piles in fine grained soils.
Airhart et al. Pile-soil system response in a cohesive soil
Likins et al. What constitutes a good PDA test?
Scott et al. Full-scale dynamic lateral pile tests
JP2010059670A (en) Construction method for estimating uniaxial compressive strength
Izumi et al. Displacements of bridge foundations on sedimentary soft rock: A case study on small-strain stiffness
Robinson et al. Dynamic load testing of drilled shafts at national geotechnical experimentation sites
Forestti Oliveira et al. Evaluation of different methods for cone resistance assessment from dynamic penetration tests
Broms et al. End bearing and skin friction resistance of piles
Gassman Impulse response evaluation of inaccessible foundations
Balscheit et al. Large-scale field tests on plastic pile tip failure upon monopile installation
Sharp Development of centrifuge based prediction charts for liquefaction and lateral spreading from cone penetration testing
Sy Energy measurements and correlations of the standard penetration test (SPT) and the Becker penetration test (BPT)