OPTIMUM TREATMENT OF COMPRESSIBLE SOIL BY MEANS OF VERTICAL SAND DRAINS
DISENO OPTIMO DE TRATAMIENTO DE TERRENOS BLANDOS CON DRENES VERTICALES DE ARENA
The general consolidation theory is reviewed and applied to sand drains. Details are given of a computer program for determining the distance between the drains and the surcharge capable of reducing the cost of consolidation to its minimum /TRRL/
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Corporate Authors:
Universidad Autonoma de Mexico
Tacuba 5 Apdo 6987
Mexico, MexicoUniversidad Nacional Autonoma de Mexico
Palacio de Mineria, Apartado Postal M-6987
Mexico 1 D.F., Mexico -
Authors:
- Covarrubias, S
- Publication Date: 1972-4-6
Language
- Spanish
Media Info
- Features: Figures; Photos; References; Tables;
- Pagination: p. 221-228
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Serial:
- Ingenieria
- Issue Number: 2
Subject/Index Terms
- TRT Terms: Compressibility; Computer programs; Consolidation; Consolidations; Costs; Digital computers; Sand drains; Soils; Vertical drains
- Uncontrolled Terms: Position
- Old TRIS Terms: Consolidation theory
- ITRD Terms: 6464: Calculation; 5905: Compressibility; 5791: Consolidation (soil); 2929: Sand drain; 4156: Soil; 2950: Subgrade
- Subject Areas: Finance; Geotechnology; Highways;
Filing Info
- Accession Number: 00096191
- Record Type: Publication
- Source Agency: Transportation & Soil Mechanics Laboratory, Spain
- Files: ITRD, TRIS
- Created Date: Sep 30 1975 12:00AM