STUDY OF THE BEARING CAPACITY OF PILES DRIVEN IN A PLASTIC FROZEN SOIL

ISSLEDOVANIE NESUSHCHEJ SPONSOBNOSTI SVAJ, POGRUZHENNYKH V PLASTICHNO-MERZLYJ GRUNT

This article outlines the results of stage loading tests on 22 piles driven 6 M down, the holes having been prepared or not beforehand in frozen soil. Conclusions are given on the real bearing capacity of piles driven by vibration. (TRRL)

• Corporate Authors:

  Consultants Bureau

  227 West 17th Street
  New York, NY  United States  10011
• Authors:
  • Chernyaev, V I
  • Mironov, V A
• Publication Date: 1979

Language

• Russian

Media Info

• Features: Figures; Photos; Tables;
• Pagination: p. 19-20
• Serial:
  • Soil Mechanics & Foundation Engineering
  • Issue Number: 1
  • Publisher: N/A

Subject/Index Terms

• TRT Terms: Bearing capacity; Boreholes; Cohesive soils; Foundations; Friction; Frost; Frozen soils; Ground settlement; Loads; Pile driving; Piles (Supports); Plastic soils; Soil mechanics; Tests; Vibratory equipment
• Old TRIS Terms: Vibrating equipment
• ITRD Terms: 3085: Bearing capacity; 5711: Bore hole; 4157: Cohesive soil; 3641: Driving (pile); 3377: Foundation; 5452: Friction; 2585: Frost; 5567: Load; 3399: Pile; 5792: Settlement; 5755: Soil mechanics; 6255: Test; 3630: Vibratory driving
• Subject Areas: Geotechnology; Highways;

Filing Info

• Accession Number: 00312011
• Record Type: Publication
• Source Agency: Laboratoire Central des Ponts et Chausees (LCPC)
• Files: ITRD, TRIS
• Created Date: Oct 8 1980 12:00AM