End-bearing capacity and tip settlement of piles in sandy soils

Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering: Geotechnology in Harmony with the Global Environment

Volumn 4, Issue , 2005, Pages 2069-2072

  Yang, J ^a   Tham, L G ^a   Lee, P K K ^a   Yu, F ^a  

^a UNIVERSITY OF HONG KONG   (Hong Kong)

Author keywords

[No Author keywords available]

Indexed keywords

CASE HISTORY; CAVITY EXPANSION THEORY; END BEARING CAPACITY; FINITE STRAIN; HIGH STRESS; LOAD-SETTLEMENT BEHAVIOR; PRINCIPLE OF ENERGY CONSERVATION; SANDY DEPOSITS; SANDY SOILS; SOIL STRENGTH;

GEOTECHNICAL ENGINEERING; PILES; SOIL MECHANICS;

BEARING CAPACITY;

EID: 33747352372     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (20)

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