CALCULATION OF PILES SUBJECTED TO COMPRESSION
CALCULO DEPILOTES A COMPRESION
The author enumerates and analyses the factors which determine the bearing capacity of a pile. Among those are: the permissible settlements; the diameter of the pile and the depth of its point; the method of driving and the material of which the pile is made; the nature of the ground; the time elapsed since driving; the effect of grouping piles. A general description is given of pile failure phenomena. The methods of calculating the bearing capacity are listed, distinguishing between sandy soils (Terzaghi, Skempton, Caquot, Brinch, Harsen, Moretto, Berenzantzev, Koning, Bolomey, Coyle, Sanglerat, Vesic) and clay soils (Skempton, Kerisel, Terzaghi, Meyerhof, seed, Caquot, Tomlinson, Broms, Golder, Moman, O'Neill), and the various methods are compared. /TRRL/
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/issn/02100479
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Corporate Authors:
Revista de Ingenieria Technica de Obras Publicas
Miguel Angel 16
Madrid 10, Spain -
Authors:
- Rodriguez, J
- Publication Date: 1975-5
Language
- Spanish
Media Info
- Features: Figures; Tables;
- Pagination: p. 3-15
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Serial:
- Cimbra
- Issue Number: 118
- ISSN: 0210-0479
Subject/Index Terms
- TRT Terms: Bearing capacity; Calculation; Cast in place concrete; Clay; Clay soils; Cohesion; Compression; Dynamic penetration test; Failure; Ground settlement; Measurement; Pile driving; Pile groups; Sand; Sandy soils; Settlement (Structures); Soil mechanics; Subsoil; Support piles
- Old TRIS Terms: Pile behavior
- ITRD Terms: 3085: Bearing capacity; 6464: Calculation; 4781: Cast in situ concrete; 4177: Clay; 5903: Cohesion; 3641: Driving (pile); 6296: Dynamic penetration test; 3399: Pile; 4105: Sand; 5792: Settlement; 5755: Soil mechanics; 2930: Subsoil
- Subject Areas: Geotechnology; Highways;
Filing Info
- Accession Number: 00163141
- Record Type: Publication
- Source Agency: Transport and Road Research Laboratory (TRRL)
- Report/Paper Numbers: Analtyic
- Files: ITRD, TRIS
- Created Date: Mar 14 1978 12:00AM