A RAILWAY EMBANKMENT ON A PILE FOUNDATION
PFAHLGRUENDUNG EINES EISENBAHNDAMMES
During work on the elimination of a level crossing, a new railway embankment had to be constructed on a weak sub-soil foundation. The author describes the various methods possible for improving the sub-soil. The most economical method was found to be deep foundations on sunken wooden piles.
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Corporate Authors:
Hestra Verlag
Holzhofallee 33, Postfach 4244
6100 Darmstadt 1, Germany -
Authors:
- Watzlaw, W
- Publication Date: 1975-11
Language
- German
Media Info
- Features: Figures; References;
- Pagination: p. 409-416
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Serial:
- Eisenbahntechnische Rundschau
- Volume: 24
- Issue Number: 11
- Publisher: Hestra Verlag
Subject/Index Terms
- TRT Terms: Analysis; Embankments; Foundations; Soil stabilization; Subsoil; Support piles; Wood
- Old TRIS Terms: Subsoil analysis; Wood piles
- Subject Areas: Geotechnology; Railroads;
Filing Info
- Accession Number: 00131242
- Record Type: Publication
- Source Agency: International Union of Railways
- Files: TRIS
- Created Date: Apr 21 1976 12:00AM