Lateral resistance of a full-scale pile group in liquefied sand

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 131, Issue 1, 2005, Pages 115-125

  Rollins, Kyle M ^a   Gerber, Travis M ^a   Lane, J Dusty ^b   Ashford, Scott A ^c  

^a BRIGHAM YOUNG UNIVERSITY   (United States)

^b Lane Engineering ^*  (United States)

^c UNIVERSITY OF CALIFORNIA SAN DIEGO   (United States)

Author keywords

Blast effects; Driven piles; Lateral loads; Liquefaction; Load tests; Pile groups; Sand

Indexed keywords

BENDING MOMENTS; BLASTING; LOAD TESTING; PILES; PORE PRESSURE; SAND; SOIL LIQUEFACTION;

LOAD-INDUCED DELATION; SAND LIQUEFACTION;

SOIL STRUCTURE INTERACTIONS;

GEOTECHNICAL ENGINEERING; LOADING TEST; PILE GROUP; PILE RESPONSE; SAND;

EID: 11344285425     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2005)131:1(115)     Document Type: Article

References (21)

1. American Petroleum Institute (API). (1987). "Recommended practice for planning, designing and constructing fixed offshore platforms." API recommended practice 2A (RP 2A) 17th Ed.
2. Ashford, S. A., and Rollins, K. M. (2002). "TILT: The Treasure Island liquefaction test." Final Rep. No. SSRP 2001/17, Dept. of Structural Engineering, Univ. of California, San Diego.
3. Ashford, S. A., Weaver, T. J., and Rollins, K. M. (2002). "Pore pressure response of liquefied sand in full-scale lateral pile load tests." Transp. Res. Rec., 1808, 21-29.
4. Ashour, M., and Norris, G. (2003). "Lateral loaded pile response in liquefiable soil." J. Geotech. Geoenviron. Eng., 129(5), 404-414.
5. Bolton, M. D. (1986). "The strength and dilatancy of sands." Geotechnique, 36(1), 65-78.
6. Brown, D. A., Morrison, C., and Reese, L. C. (1988). "Lateral load behavior of a pile group in sand." J. Geotech. Eng., 114(11), 1261-1276.
7. Gerber, T. M. (2003). "p-y curves for liquefied sand subject to cyclic loading based on testing of full-scale deep foundations." PhD dissertation, Civil & Environmental Engineering Dept., Brigham Young Univ., Provo, Utah.
8. Kammerer, A. M., Wu, J., Pestana, J. M., Riemer, M., and Seed, R. B. (2000). "Cyclic simple shear testing of Nevada sand for PEER center project 2051999." Geotechnical Engineering Rep. No. UCB/GT /00-01, Dept. of Civil and Environmental Engineering, Univ. of California, Berkley, Calif.
9. Kulhawy, F. H., and Mayne, P. W. (1990). "Manual on estimating soil properties for foundation design." Research Project 1493-6, EL-6800 Electric Power Research Institute, Palo Alto, Calif.
10. Liu, L., and Dobry, R. (1995). "Effect of liquefaction on lateral response of piles by centrifuge model tests." National Center for Earthquake Engineering Research (NCEER) Bulletin Annual, 9(1), 7-11.
11. Matlock, H. (1970). "Correlations for design of laterally-loaded piles in soft clay." Proc., 2nd Annual Offshore Technology Conf., Vol. 1, 577-594.
12. Matlock, H., and Ripperger, E. A. (1958). "Measurement of soil pressure on a laterally loaded pile." Proc., American Society for Testing Materials, Vol. 58, 1245-1260.
13. Olson, S. M., and Stark, T. D. (2003). "Yield strength ratio and liquefaction analysis of slopes and embankments." J. Geotech. Geoenviron. Eng., 129(8), 727-737.
14. Reese, L. C., Wang, S. T., Arrellaga, J. A., and Hendrix, J. (1997). LPILE plus 3.0 for windows, Ensoft, Inc., Austin, Tex.
15. Rollins, K. M., Peterson, K. T., and Weaver, T. J. (1998). "Lateral load behavior of full-scale pile group in clay." J. Geotech. Geoenviron. Eng., 124(6), 468-478.
16. Seed, R. B., and Harder, L. F. (1990). "SPT-based analysis of cyclic pore pressure generation on undrained residual strength." Proc., Seed Memorial Symp., Univ. of California, Berkeley, Calif., 351-376.
17. Suzuki, H., and Tokimatsu, K. (2003). "Effect of pore water pressure response around pile on p-y relation during liquefaction." Proc., 11th Int. Conf. on Soil Dynamics and Earthquake Engineering, Vol. 2, Stallion Press, 567-572.
18. Wang, S.-T., and Reese, L. C. (1998). "Design of pile foundations in liquefied soils." Geotechnical Earthquake Engineering and Soil Dynamic III, GSP No. 75, P. Dakoulas and M. Yegian, eds., Vol. 2, ASCE, Reston, Va., 1331-1343.
19. Weaver, T. J. (2001). "Behavior of liquefying sand and CISS piles during full-scale lateral load tests." PhD dissertation, Univ. of California, San Diego.
20. Weaver, T. J., Ashford, S. A., and Rollins, K. M. (2005). "Response of a 0.6-m CISS pile in liquefied soil under lateral loading." J. Geotech. Geoenviron. Eng., 131(1), 94-102.
21. Wilson, D. W. (1998). "Soil-pile-superstructure interaction at soft and liquefying soil sites." PhD dissertation, Univ. of California, Davis, Calif.