[go: up one dir, main page]
More Web Proxy on the site http://driver.im/

Yoon et al., 2008 - Google Patents

Calibration of resistance factors for axially loaded concrete piles driven into soft soils

Yoon et al., 2008

View PDF
Document ID
256912226320316645
Author
Yoon S
Abu-Farsakh M
Tsai C
Zhang Z
Publication year
Publication venue
Transportation research record

External Links

Snippet

The evaluation of axial load resistance of piles driven into soft Louisiana soils based on reliability theory is presented. Forty-two square precast, prestressed, concrete piles that were tested to failure were included in the investigation. The predictions of pile resistances …
Continue reading at www.researchgate.net (PDF) (other versions)

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D1/00Investigation of foundation soil in situ
    • E02D1/02Investigation of foundation soil in situ before construction work
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74Means for anchoring structural elements or bulkheads
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D33/00Testing foundations or foundation structures
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00Improving or preserving soil or rock, e.g. preserving permafrost soil

Similar Documents

Publication Publication Date Title
Livneh et al. Axial testing and numerical modeling of square shaft helical piles under compressive and tensile loading
Nazzal et al. Evaluating the light falling weight deflectometer device for in situ measurement of elastic modulus of pavement layers
Eslami et al. Evaluating CPT and CPTu based pile bearing capacity estimation methods using Urmiyeh Lake Causeway piling records
Kim et al. Load testing of a closed-ended pipe pile driven in multilayered soil
Sawant et al. Insight into pile set-up and load carrying capacity of driven piles
Zhang et al. Enhancement of load bearing of post-grouted drilled shafts based on in situ tests
Yan et al. Vertical field behavior of a deep large-diameter driven pipe pile in multilayered soils
Abu-Farsakh et al. Probabilistic CPT method for estimating the ultimate capacity of friction piles
Yoon et al. Calibration of resistance factors for axially loaded concrete piles driven into soft soils
Alielahi et al. Comparison between empirical and experimental ultimate bearing capacity of bored piles—a case study
Alimohammadi et al. A case study pile load testing (PLT) to evaluate driven pile behaviors
Massarsch et al. In situ tests for settlement design of compacted sand
Abu-Farsakh et al. Calibration of side, tip, and total resistance factors for load and resistance factor design of drilled shafts
Bullock The easy button for driven pile setup: Dynamic testing
Yu et al. Field tests of the response of single pile subjected to lateral load in gravel soil sloping ground
Hajitaheriha et al. Sensitivity analysis of a scaled rammed aggregate pier (Geopier) bearing capacity
Gupta Load-settlement behavior of drilled shafts in multilayered deposits of soils and intermediate geomaterials
Belbas The capacity of driven steel H-piles in lacustrine clay, till and karst bedrock: a Winnipeg case study
Li et al. Assessment of reinforced embankment stability over soft soils based on monitoring results
Mackiewicz et al. Measured versus predicted side resistance of drilled shafts in a heterogeneous soil profile
Tsai et al. LRFD CALIBRATION OF AXIALLY-LOADED CONCRETE PILES DRIVEN INTO SOFT SOILS
Bagui et al. Estimation of base grout quantity for cast in situ piles based on field test results
Charif et al. Side friction along drilled shafts in weak carbonate rocks
Abu-Farsakh et al. Interpretation criteria to evaluate resistance factors for axial load capacity of drilled shafts
Zertsalov Influence of" Pile-Rocky Massif" Contact on Pile Settlement