Behavior of pile subject to excavation-induced soil movement

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 126, Issue 11, 2000, Pages 947-954

  Leung, C F ^a   Chow, Y K ^a   Shen, R F ^a  

^a NATIONAL UNIVERSITY OF SINGAPORE   (Singapore)

Author keywords

[No Author keywords available]

Indexed keywords

BENDING (DEFORMATION); BOUNDARY CONDITIONS; DEFLECTION (STRUCTURES); EXCAVATION; GEOTECHNICAL ENGINEERING; MATHEMATICAL MODELS; SAND; SOIL MECHANICS; WALLS (STRUCTURAL PARTITIONS);

FAILURE ZONE;

PILE FOUNDATIONS;

CENTRIFUGAL MODEL TEST; EXCAVATION; PILE RESPONSE; RETAINING WALL; SOIL-STRUCTURE INTERACTION;

EID: 0034326847     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2000)126:11(947)     Document Type: Article

References (9)

1. Lateral resistance of piles in cohesive soils
2. Analysis of piles subject to lateral soil movements
3. Development of geotechnical centrifuge facility at the National University of Singapore
4. Pile behaviour-theory and application
5. Pile response due to unsupported excavation-induced lateral soil movement
6. Pile response due to excavation-induced lateral soil movement
7. Centrifuge modelling of piled bridge abutments on soft ground
8. Effects of some factors and strength and deformation characteristics of sand at low pressure
9. A comparison of the methods of determining settlements in estuarine sands from Dutch cone penetration tests