Lateral load behavior of full-scale pile group in clay

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 124, Issue 6, 1998, Pages 468-478

  Rollins, Kyle M ^a   Peterson, Kris T ^b   Weaver, Thomas J ^c  

^a Department of Electrical and Computer Engineering   (United States)

^b Utah Department of Transportation   (United States)

^c UNIVERSITY OF CALIFORNIA   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BEARING CAPACITY; CLAY; LOAD TESTING; PILE FOUNDATIONS; SAND; SILT; STRAIN GAGES; STRUCTURAL ANALYSIS;

INCLINOMETERS; P MULTIPLIERS APPROACH;

SOIL STRUCTURE INTERACTIONS;

CLAY; LOADING TEST; PILE GROUP;

EID: 0032098317     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(1998)124:6(468)     Document Type: Article

References (17)

1. "ACI building code requirements for structural concrete and commentary." (1995). ACI 318-95, American Concrete Institute, Farmington Hills, Mich.
2. Brown, D. A., Morrison, C., and Reese, L. C. (1988). "Lateral load behavior of a 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). "Behavior of a large scale pile group subjected to cyclic lateral loading." 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." ASCE Geotech. Congress 1991, Vol. 1, ASCE, Reston, Va., 479-490.
5. Cox, W. R., Dixon, D. A., and Murphy, B. S. (1984). "Lateral load tests of 5.4 mm diameter piles in very soft clay in side-by-side and in-line groups." Laterally loaded deep foundations: analysis and performance, ASTM, West Conshohocken, Pa.
6. Jensen, D. W., and Alder, R. B. (1998). "Strain measurement in concrete using modulus-matched embedded composite sensing bars." Proc., 2nd Intl. Conf. on Compos. in Infrastructure, Vol. 2, H. Saadatmanesh and M. R. Ehsani, eds., Dept. of Civ. Engrg. and Engrg. Mech., Univ. of Arizona, Tucson, Ariz., 544-560.
7. Matlock, H. (1970). "Correlations for design of laterally-loaded piles in soft clay." Proc., 2nd Ann. Offshore Technol. Conf., Vol. 1, OTC, Houston, Tex., 577-594.
8. Matlock, H., Ingram, W. B., Kelley, A. E., and Bogard, D. (1980). "Field tests of the lateral load behavior of pile groups in soft clay." 12th Ann. Offshore Technol. Conf., OTC, Houston, Tex.
9. McVay, M., Casper, R., and Shang, T.-I. (1996). "Lateral response of three-row groups in loose to dense sands at 3D and 5D pile spacing." J. Geotech. Engrg., ASCE, 112(5), 436-441.
10. Meimon, Y., Baguelin, F., and Jezequel, J. F. (1986). "Pile group behaviour under long time lateral monotonic and cyclic loading." Proc., 3rd Int. Conf. on Numerical Methods in Offshore Piling, Inst. Francais Du Petrole, Nantes, France, 286-302.
11. Peterson, K. T., and Rollins, K. M. (1996). "Static and dynamic lateral load testing of a full-scale pile group in clay." Civ. Engrg. Dept. Res. Rep. CEG.96-02, Brigham Young Univ., Provo, Utah.
12. Reese, L. C., Cox, W. R., and Koop, F. D. (1974). "Analysis of laterally loaded piles in sand." Proc., 5th Ann. Offshore Technol. Conf., OTC, Houston, Tex.
13. Reese, L. C., Cox, W. R., and Koop, F. D. (1975). "Field testing and analysis of laterally loaded piles in stiff clay." Proc., 7th Offshore Technol. Conf., OTC, Houston, Tex.
14. Reese, L. C., and Wang, S. T. (1994). Documentation of computer program LPILE version 4.0 for Windows. Ensoft, Inc., Austin, Tex.
15. Reese, L. C., Wang, S. T., Arrellaga, J. A., and Hendrix, J. (1996). Computer program GROUP for Windows user's manual, version 4.0. Ensoft, Inc., Austin, Tex.
16. Ruesta, P. F., and Townsend, F. C. (1997). "Evaluation of laterally loaded pile group at Roosevelt Bridge." J. Geotech. and Geoenvir. Engrg., ASCE, 123(12), 1153-1161.
17. Sparks, A., and Rollins, K. M. (1997). "Passive resistance and lateral load capacity of a full-scale fixed-head pile group in clay." Civ. and Envir. Engrg. Rep. CEG.97-04, Brigham Young Univ., Provo, Utah.