Long-term pile testing in London clay: A case study

Proceedings of the Institution of Civil Engineers: Geotechnical Engineering

Volumn 157, Issue 2, 2004, Pages 57-63

  Unwin, Hugh ^a   Jessep, Robert Alan ^b  

^a SOLETANCHE BACHY   (France)

^b Foundations and Geotechnics   (United Kingdom)

Author keywords

Geotechnical engineering; Piles and Piling; Strength and testing of materials

Indexed keywords

AIRPORTS; CLAY; CONSTRUCTION; PILES;

AUGER-BORED TEST PILES; PILE TESTING; SHAFT RESISTANCE;

GEOTECHNICAL ENGINEERING;

FOUNDATION; LONDON CLAY; LONG-TERM CHANGE; PILE DRIVING;

ENGLAND; EURASIA; EUROPE; HOUNSLOW; LONDON [ENGLAND]; UNITED KINGDOM; WESTERN EUROPE;

EID: 2342441435     PISSN: 13532618     EISSN: None     Source Type: Journal    
DOI: 10.1680/geng.2004.157.2.57     Document Type: Article

References (2)

1. BURLAND J. B. AND TWINE D. Shaft friction of bored piles in terms of effective strength. Proceedings of the 1st International Deep Foundations on Bored and Augered Piles, Balkema, 1998, 411-420.
2. AMERICAN SOCIETY FOR TESTING AND MATERIALS. Standard Test Method for Piles Under Static Load. ASTM, Philadelphia, 1981 (reapproved 1994), D1143.