Three-dimensional analysis of performance of laterally loaded sleeved piles in sloping ground

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 127, Issue 6, 2001, Pages 499-509

  Ng, Charles W W ^a,b   Zhang, Limin ^a,b  

^a ASCE   (Hong Kong)

^b HONG KONG UNIVERSITY OF SCIENCE AND TECHNOLOGY   (Hong Kong)

Author keywords

[No Author keywords available]

Indexed keywords

BENDING MOMENTS; DEFLECTION (STRUCTURES); NUMERICAL ANALYSIS; PILES; SOIL STRUCTURE INTERACTIONS; STRUCTURAL ANALYSIS; STRUCTURAL LOADS;

LATERAL LOADS; PLASTIC ZONES; SLEEVED PILES;

SOIL MECHANICS;

FOUNDATION; PILE; SLOPE; SOIL-STRUCTURE INTERACTION;

EID: 0035367485     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2001)127:6(499)     Document Type: Article

References (20)

1. Lateral load tests on drilled piers in stiff clays
2. Structural use of concrete. Part 1-Code of practice for design and construction
3. The lateral resistance of piles in cohesive soils
4. Discussion: Laterally loaded piles: Program documentation
5. Pressuremeter method for foundation design in Hong Kong
6. Manual on estimating soil properties for foundation design
7. Centrifuge modeling of laterally loaded battered pile groups in sand
8. Generalized solutions for laterally loaded piles
9. Laterally loaded piles in sand: Slope effect on p-y reaction curves
10. Theory and design of foundations on slopes
11. An approximate analysis of the three-dimensional effects of diaphragm wall installation
12. Small strain stiffness of natural granitic saprolite in Hong Kong
13. Behavior of laterally loaded piles near a cut slope
14. Laboratory testing of some structural cushions
15. Large diameter bored piles for abutments
16. A review of design approaches for laterally loaded caissons with particular reference to sleeving
17. Lateral resistance of a long pile in or near the slope
18. Horizontal behavior of pier foundations in a shearing type ground model