Geotechnical-earthquake engineering design of Charles River Bridges in Boston

Geotechnical Special Publication

Volumn , Issue 75 II, 1998, Pages 1235-1246

  Soydemir, Cetin ^a   Kraemer, Steven R ^a   Davidson, William A ^a   LaPlante, Keith E ^a  

^a HALEY AND ALDRICH INC   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BRIDGES; EARTHQUAKE RESISTANCE; SOIL LIQUEFACTION; STRUCTURAL DESIGN;

GROUND INSTABILITY; LATERAL SPREADING;

SOIL STRUCTURE INTERACTIONS;

EID: 0031645959     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Article

References (27)

1. AASHTO (1996). Standard Specifications for Highway Bridges, 16th ed., Washington, D.C.
2. Abdoun, T., Dobry, R., O'Rourke, T.D., and Chaudhuri, D. (1996). "Centrifuge modeling of seismically-induced lateral deformation during liquefaction and its effect on a pile foundation." Proc., Sixth Japan-U.S. Workshop, Nat. Ctr. Earthquake Engr. Res., NCEER-92-0012, 525-539.
3. Abghari, A. and Chai, J. (1995). "Modeling of soil-pile-superstructure interaction for bridge foundations." Geot. Spec. Pub. ASCE, No. 51, 45-59.
4. Bartlett, S.F., and Youd, T.L. (1995). "Empirical prediction of liquefaction-induced lateral spread." Journal of Geotech. Engr. ASCE, 121 (4), 316-329.
5. Boulanger, R. W., Wilson, D.W., Kutter, B.L., and Abghari, A. (1997). "Soil-pile superstructure interaction in liquefiable sand." Trans. Res. Record, TRB, No. 1569, Washington, D.C., 55-64.
6. Byrne, P.M. (1990). "A model for predicting liquefaction induced displacements." Soil Mech. Series, No. 147, Univ. of British Columbia, Vancouver, B.C.
7. Hansen, B. (1961). "The ultimate resistance of rigid piles against transversal forces." Danish Geotech. Inst., Report 12, Copenhagen, 5-9.
8. Idriss, I.M. (1985). "Evaluating seismic risk in engineering practice." Proc., Eleventh Int. Conf. on Soil Mech. and Found. Engr., San Francisco, 1, 255-320.
9. Jackura, K., and Abghari, A. (1994). "Mitigation of liquefaction hazards at three California sites." Proc., Fifth U. S. - Japan Workshop, Nat. Ctr. Earthquake Engr. Res., NCEER - 94-0026, 495-513.
10. Jackura, K. and Abghari, A. (1995). "Verification of CALTRANS procedures for pile defections in soft clays and liquefiable soils." Presented at the Southwest Geotech. Conf., Phoenix, AZ.
11. Kagawa, T., Minowa, C., Abe, A. and Oda, S. (1995). "Shaking table tests on and analyses of piles in liquefying sand." Proc. First Int. Conf. Earthquake Geotech, Engr., Tokyo, 2, 699-704.
12. Kawashima, K., Shimuzu, K., Mori, S., Takagi, M., Suzuki, N., and Nakamuna, S. (1988). "Analytical studies on damage to bridges and foundation piles caused by liquefaction-induced permanent ground displacement." Proc. First Japan-U.S. Workshop, Tokyo, 99-126.
13. Liu, L. and Dobry, R. (1995). "Effect of liquefaction on lateral resistance of piles by centrifuge model tests." Nat. Ctr. Earthquake Engr. Res. Bul., 9(1), 7-11.
14. Makdisi, F.I., and Seed, H.B. (1978). "Simplified procedure for estimating dam and embankment earthquake-induced deformations." Journal of Geot. Engr., ASCE, 104 (7), 849-867.
15. Matlock, H. (1970). "Correlations for design of laterally loaded piles soft clay." Proc., Second Annual Offshore Technology Conf., Houston, TX, 1, 577-594.
16. Miura, F., and O'Rourke, T.D. (1991). "Nonlinear analysis of piles subjection to liquefaction-induced large deformation." Proc., Third Japan-U.S. Workshop, Nat. Ctr. Earthquake Eng. Res., NCEER-91-0001.
17. Meyersohn, W.D. (1994). "Pile response to liquefaction-induced lateral spread." Ph.D. Thesis, Cornell Univ., Ithaca, NY.
18. Moriwaki, Y. (1997), "Aspects of evaluating consequences of liquefaction using relatively simple methods." Seismic Short Course on Evaluation and Mitigation of Earthquake Induced Liquefaction Hazards, San Francisco, CA.
19. O'Rourke, T.D., Meyersohn, W.D, Shiba, Y., and Chaudhuri, D. (1994). "Evaluation of pile response to liquefaction-induced lateral spread." Proc., Fifth U.S. - Japan Workshop, Nat. Ctr. Earthquake Engr. Res., NCEER-94-0026, 457-479.
20. Reese, L.C. and Wang, T. S. (1993). Documentation of Computer Program LPILE. version 4.0, Ensoft, Inc., Austin, TX.
21. Seed, H.B. and Idriss, I.M. (1982). Ground Motions and Soil Liquefaction during Earthquake, EERI Monograph, CA.
22. Seed, H.B., Tokimatsu, K., Harder, L.F., and Chung, R., (1985). "The influence of SPT procedure in soil liquefaction resistance evaluations." Journal of Geotech. Engr., ASCE, 11 (12), 1425-1445.
23. Seed, H.B. (1987). "Design problems in soil liquefaction." Journal of Geotech. Engr., ASCE, 113 (8), 861-878.
24. Seed, R.B., and Harder, L.F. (1990). "SPT-based analysis of cyclic pore pressure generation and undrained residual strength." Proc., H. Bolton Seed Memorial Symposium, 2, 351-375.
25. Shantz, T.J. and Roblee, C.J.(1996). "CALTRANS' methods for ground motion specification and foundations analysis: Current practice and future directions." Proc., FHWA Conf. on the Design of Bridges for Extreme Events, Atlanta, GA.
26. Soydemir, C., Zoli, T., Le Plant, K., Kraemer, S., Davidson, W., and McCabe, R. (1997). "Seismic design of the Central Artery Bridges across Charles River in Boston: Geotechnical/substructure aspects." Proc., Second Nat. Seismic Conf. on Bridges and Highways, FHWA - CALTRANS, Sacramento, CA.
27. Stewart, H.E., Miura, F., and O'Rourke, T.D., (1988). "Pile damage due to large ground displacement." Proc., First Japan-U.S. Workshop, Tokyo, 178-184.