TESTS ON INCLINED PILES SUBJECTED TO VERTICAL AND HORIZONTAL LOADS
ISPYTANIE NAKLONNYKH SVAJ NA SOVMESTNOE DEJSTVIE VERTIKAL'NYKH I GORIZONTAL'NYKH NAGRUZOK
RESULTS ARE PRESENTED OF TESTS CARRIED OUT ON A REINFORCED CONCRETE PILE FOUNDATION. THE PILES WERE DRIVEN UNDER THE SUPPORTS OF THREE-ARTICULATION FRAMES USED AS FRAMEWORK FOR THE ABOVE STRUCTURE. THE INCLINED PILES RESISTED THE FORCES, THE TENDENCY OF WHICH WAS TO SEPARATE THE FOUNDATIONS FROM THE FRAMEWORK.
-
Availability:
- Find a library where document is available. Order URL: http://worldcat.org/issn/00306223
-
Authors:
- MIRONOV, V S
- KROVYAKOV, V N
- Publication Date: 1978
Media Info
- Pagination: 10-2
-
Serial:
- OSNOV FUNDAM MEKHAN GRUNT
- Issue Number: 5
- ISSN: 0030-6223
Subject/Index Terms
- TRT Terms: Bearing capacity; Highway grades; Loads; Soil mechanics; Support piles; Tests
- Uncontrolled Terms: Horizontal; Vertical
- ITRD Terms: 3085: Bearing capacity; 2806: Gradient; 9029: Horizontal; 5567: Load; 3399: Pile; 5755: Soil mechanics; 6255: Test; 9087: Vertical
- Subject Areas: Geotechnology; I42: Soil Mechanics;
Filing Info
- Accession Number: 01295397
- Record Type: Publication
- Source Agency: Institut Francais des Sciences et Technologies des Transports, de l'Aménagement et des Réseaux (IFSTTAR)
- Files: ITRD
- Created Date: Nov 21 2010 5:01AM