Effects of construction on laterally loaded pile groups

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 127, Issue 5, 2001, Pages 385-397

  Huang, An Bin ^a   Hsueh, Chao Kuang ^b   O'Neill, Michael W ^c   Chern, S ^b   Chen, C ^d  

^a NATIONAL CHIAO TUNG UNIVERSITY   (Taiwan)

^b NATIONAL TAIWAN OCEAN UNIVERSITY   (Taiwan)

^c UNIVERSITY OF HOUSTON   (United States)

^d NATIONAL TAIWAN UNIVERSITY   (Taiwan)

Author keywords

[No Author keywords available]

Indexed keywords

DATA REDUCTION; LOAD TESTING; NUMERICAL ANALYSIS; RAILROAD TRANSPORTATION; SOILS;

PRECAST PILES;

PILES;

CONSTRUCTION; LOADING TEST; PENETRATION TEST; PILE GROUP; PILE RESPONSE;

EID: 0035340157     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2001)127:5(385)     Document Type: Article

References (18)

1. Briaud, J. L., and Miran, J. (1992). "The flat dilatometer test." Rep. No. FHWA-SA-91-44, Federal Highway Administration, Washington, D.C.
2. Brown, D. A., Morrison, C., and Reese, L. S. (1988). "Lateral load behavior of pile group in sand." J. Geotech. Engrg., ASCE, 114(11), 1261-1276.
3. Brown, D. A., Reese, L. C., and O'Neill, M. W. (1987). "Cyclic lateral loading of a large-scale pile group." J. Geotech. Engrg., ASCE, 113(11), 1326-1343.
4. Brown, D. A., and Shie, C. F. (1991). "Modification of p-y curves to account for group effects on laterally loaded piles." Geotechnical engineering congress, Geotech. Spec. Publ. No. 27, ASCE, New York, 479-490.
5. Campanella, R. G., and Robertson, P. K. (1988). "Current status of the piezocone test." Proc., 1st Int. Symp. on Penetration Testing, ISOPT1, Vol. 1, J. de Ruiter, ed., Balkema, Rotterdam, The Netherlands, 93-116.
6. Cox, W. R., Dixon, D. A., and Murphy, B. S. (1984). "Lateral load tests of 25.4 mm diameter piles in very soft clay in side-by-side and in-line groups." Proc., Laterally Loaded Deep Found.: Anal. and Perf., SPT835, ASTM, West Conshohocken, Pa.
7. Holloway, D. M., Moriwaki, Y., Stevens, J. B., and Perez, J. Y. (1981). "Response of a pile group to combined axial and lateral loading." Proc., 10th Int. Conf. on Soil Mech. and Found. Engrg., Vol. 2, Boulimia Publishers, Stockholm, 731-734.
8. Huang, A. B., and Ma, M. Y. (1994). "An analytical study of cone penetration tests in granular material." Can. Geotech. J., Ottawa, 31(1), 91-103.
9. Jamiolkowski, M., Ghionna, V. N., Lancellotta, R., and Pasqualini, E. (1988). "New correlations of penetration tests for design practice." Proc., 1st Int. Symp. on Penetration Testing, ISOPT-1, J. de Ruiter, ed., Balkema, Rotterdam, The Netherlands, 263-296.
10. Lieng, J. T. (1988). "Behavior of laterally loaded piles in sand - Large scale model tests." PhD thesis, Dept. of Civ. Engrg., Norwegian Institute of Technology, Trondheim, Norway.
11. Lin, S. S., and Hoe, E. (1998). "Quality control of pile foundations using NDT-case studies in Taiwan." Transp. Res. Rec. 1633, Transportation Research Board, Washington, D.C., 102-107.
12. McVay, M., Casper, R., and Shang, T. I. (1995). "Lateral response of three-row groups in loose to dense sands at 3D and 5D pile spacing." J. Geotech. Engrg., ASCE, 121(5), 436-441.
13. Matlock, H. (1970). "Correlations for design of laterally loaded piles in soft clay." Proc., 2nd Offshore Tech. Conf., Vol. 1, 577-594.
14. O'Neill, M. W. (1983). "Group action in offshore piles." Proc., Spec. Conf. on Geotech. Engrg. in Offshore Pract., ASCE, New York, 25-63.
15. Reese, L. C., and Wang, S. T. (1993). LPILE 4.0, Ensoft, Inc., Austin, Tex.
16. Reese, L. C., and Wang, S. T. (1996). GROUP 4.0 for Windows, analysis of a group of piles subjected to axial and lateral loading. Ensoft, Inc., Austin, Tex.
17. Robertson, P. K., Davies, M. P., and Campanella, R. G. (1989). "Design of laterally loaded driven piles using the flat dilatometer." ASTM Geotech. Testing J., 12(1), 30-38.
18. Wang, S. T. (1986). "Analysis of drilled shafts employed in earth-retaining structures." PhD thesis, Dept. of Civ. Engrg., University of Texas, Austin, Tex.