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75 AASHTO (2007). 4th Edition AASHTO LRFD Bridge Construction Spec- ifications, AASHTO, Washington, D.C. ACPA (1998). Concrete Pipe Design Manual. ACPA, USA. ASCE (2000). Standard Practice for Direct Design of Buried Precast Concrete Pipe Using Standard Installations (SIDD). 15â98. Boussinesq, J. (1885). Application des Potentiels a lâetude de lâequilibre et du movement des solides elastiques, Gauthier-Villars, Paris. BOXCAR (2000). Version 2.0 for Windows. Brinkgreve, R. B. J. and Broere, W., Eds. (2004). Plaxis 3D Tunnel Version 2, Plaxis, Netherlands. Brinkgreve, R. B. J., Ed. (2002). Plaxis 2D Tunnel Version 8, Plaxis, Netherlands. Duncan, J. M., et al. (1980). âStrength, Stress-Strain and Bulk Modulus Parameters for Finite Element Analysis of Stress and Movements in Soil Masses,â Report No. UCB/GT/80-01, University of California, Berkeley, Berkeley, CA. Fernando, N. S. M. and Carter, J. P. (1998). âElastic Analysis of Buried Pipes under Surface Patch Loadings,â Journal of Geotechnical and Geoenvironmental Engineering, Vol. 124, No. 8, pp. 720â728. Heger, F. J., Liepins, A. A., and Selig, E. T. (1985). âSPIDA: Analysis and Design System for Buried Concrete Pipe,â Advances in Under- ground Pipeline Engineering, Proceedings of the International Con- ference, ASCE, pp. 143â154. Howard, A. K. (1977). âModulus of Soil Reaction Values for Buried Flexible Pipe,â Journal of the Geotechnical Engineering, Vol. 103, No. GT1, New York, NY. Itasca Consulting Group, Inc. (2005), âFLAC3D Fast Lagrangian Analysis of Continua in 3 Dimensions, Version 3.â Jaky, J. (1944). âThe Coefficient of Earth Pressure at Rest,â Journal of the Society of Hungarian Architects and Engineers, Budapest, pp. 355â358 (in Hungarian). Lade, P. V. (2005). âOverview of Constitutive Models for Soils,â Soil Constitutive ModelsâEvaluation, Selection, and Calibration, J. A. Yamamuro and V. N. Kaliakin, Eds., ASCE, Reston, VA, pp. 1â34. Lin, R. D. (1987). Direct Determination of Bulk Modulus of Partially Saturated Soils, Master Thesis, University of Massachusetts, Amherst, MA. McGrath, T. J. (1998). âReplacing Eâ² with the Constrained Modulus in Flexible Pipe Design,â Pipelines in the Constructed Environ- ment, Proceedings of the 1998 Pipeline Division Conference, ASCE, pp. 28â40. McGrath, T. J. and Beaver, J. L. (2005). Performance of Thermoplastic Pipe Under Highway Vehicle Loading, Project Report Prepared for Minnesota Department of Transportation, Simpson Gumpertz & Heger Inc., Waltham, MA. McGrath, T. J., DelloRusso, S. J., and Boynton, J. (2002). âPerformance of Thermoplastic Culvert Pipe Under Highway Vehicle Loading,â Pipelines 2002, G. Kurz, Ed., ASCE. McGrath, T. J., Liepins, A. A., and Beaver, J. L. (2005). âLive Load Dis- tribution Widths for Concrete Box Culverts,â Sixth International Bridge Engineering Conference, Boston, MA. McGrath. T. J., et al. (2002). NCHRP Report 473: Recommended Speci- fications for Large-Span Culverts, Transportation Research Board, National Research Council, Washington, DC. Moore, I. D., and Brachman, R. W. (1994). âThree-Dimensional Analyses of Flexible Circular Culverts,â Journal of Geotechnical Engineering, Vol. 120, No. 10, pp. 1829â1844. Musser, S. C. (1989). âCANDE-89 User Manual,â FHWA-RD-89-169, FHWA, McLean, VA. Pang, S. (1999). âDiscussion: Elastic Analysis of Buried Pipes under Surface Patch Loadings by N. S. M. Fernando and J. P. Carter,â Journal of Geotechnical and Geoenvironmental Engineering, Vol. 125, No. 12, p. 1104. Poulos, H. G. and Davis, E. H. (1974). Elasticity Solutions for Soil and Rock Mechanics, John Wiley & Sons, Inc., New York, NY. SAP2000 (2000). SAP2000 Plus Version 7.4 Users Manual, Computers and Structures, Inc. Berkeley, CA. Selig, E. T. (1988). âSoil Parameters for Design of Buried Pipelines,â Pipeline Infrastructure, B. A. Bennett, Ed., ASCE, New York, NY, pp. 99â116. Selig, E. T. (1990). âSoil Properties for Plastic Pipe Installations,â Buried Plastic Pipe Technology, STP1093, G. S. Buczala and M. J. Cassady, Eds., ASTM, Philadelphia, PA, pp. 141â158. Taleb, B. (2000). Behavior of Large-Span Metal and Reinforced Con- crete Culverts under Earth and Live Loadings, Ph.D. Dissertation, University of Massachusetts Amherst, Amherst, MA. Webb, M. C. (1999). Improved Design and Construction of Large-Span Culverts, Ph.D. Dissertation, University of Massachusetts Amherst, Amherst, MA. References