ANALYSIS OF THE RELATIONSHIP BETWEEN THE BEARING CAPACITY AND DIAMETER OF PILES IN SANDS. PROCEEDINGS OF THE ELEVENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING, SAN FRANCISCO, 12-16 AUGUST 1985
Load testing of instrumented piles 73-325 mm in diameter driven in sands have been carried out. The portion of the load carried by the point and by the shaft was measured during pile loading. The relationship between the bearing capacity and diameter of piles was determined. This permits the bearing capacity of production piles to be accurately estimated by the tests of small diameter sectional steel piles driven to the predetermined depth. For the covering abstract of the conference see IRRD 287689. (Author/TRRL)
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/isbn/9061915643
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Corporate Authors:
AA Balkema
P.O. Box 1675
Rotterdam, Netherlands BR-3000 -
Authors:
- Trofimenkov, YUG
- Khanin, R E
- Leshin, G M
- Publication Date: 1985
Media Info
- Features: Figures; References; Tables;
- Pagination: p. 1489-91
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Serial:
- Publication of: Balkema (AA)
- Publisher: AA Balkema
Subject/Index Terms
- TRT Terms: Accuracy; Conferences; Diameter; Estimating; Load tests; Sand; Structural tests; Support piles
- Old TRIS Terms: Pile bearing capacities; Pile tests
- Subject Areas: Bridges and other structures; Geotechnology; Highways;
Filing Info
- Accession Number: 00466398
- Record Type: Publication
- Source Agency: Transport Research Laboratory
- ISBN: 90 6191 564 3
- Files: ITRD, TRIS
- Created Date: Mar 31 1988 12:00AM