Below is the uncorrected machine-read text of this chapter, intended to provide our own search engines and external engines with highly rich, chapter-representative searchable text of each book. Because it is UNCORRECTED material, please consider the following text as a useful but insufficient proxy for the authoritative book pages.
104 Abu-Hejleh, N., M.W. OâNeill, D. Hanneman, and W.J. At- wooll, Improvement of the Geotechnical Axial Design Methodology for Coloradoâs Drilled Shafts Socketed in Weak Rocks, Report No. CDOT-DTD-R-2003-6, Colorado Department of Transportation, Denver, 2003, 192 pp. Acker, W.L., III, Basic Procedures for Soil Sampling and Core Drilling, Acker Drill Company, Inc., Scranton, Pa., 1974, 246 pp. Allen, T.M., âDevelopment of Geotechnical Resistance Fac- tors and Downdrag Load Factors for LRFD Foundation Strength Limit State Design,â Publication FHWA-NHI- 05-052, Federal Highway Administration, Washington, D.C., Feb. 2005. Annual Book of ASTM Standards, American Society for Testing and Materials, West Conshohocken, Pa., 2000. Amir, J.M., Piling in Rock, Balkema, Rotterdam, The Netherlands, 1986. Ashour, M., G. Norris, and P. Pilling, âLateral Loading of a Pile in Layered Soil Using the Strain Wedge Model,â Journal of Geotechnical and Geoenvironmental Engi- neering, Vol. 124, No. 4, 1998, pp. 303â315. Ashour, M. and G. Norris, âModeling Lateral Soil-Pile Re- sponse Based on Soil-Pile Interaction,â Journal of Geo- technical and Geoenvironmental Engineering, Vol. 126, No. 5, 2000, pp. 420â428. Ashour, M., G. Norris, S. Bowman, H. Beeston, P. Pilling, and A. Shamabadi, âModeling Pile Lateral Response in Weathered Rock,â Proceedings, Symposium on Engi- neering Geology & Geotechnical Engineering, Univer- sity of Nevada, Las Vegas, 2001, pp. 639â649. Barker, R.M., J.M. Duncan, K.B. Rojiani, P.S.K. Ooi, C.K. Tan, and S.G. Kim, NCHRP Report 343: Manuals for the Design of Bridge Foundations, Transportation Research Board, National Research Council, Washington, D.C., 1991, 308 pp. Barton, N., âReview of a New Shear Strength Criterion for Rock Joints,â Engineering Geology, Vol. 7, 1973, pp. 287â332. Barton, N., R. Lien, and J. Lunde, âEngineering Classifi- cation of Rock Masses for the Design of Tunnel Sup- port,â Rock Mechanics, Vol. 6, No. 4, 1974, pp. 183â236. âBasic Geotechnical Description of Rock Masses,â Interna- tional Journal Rock Mechanics, Mineral Science and Geo- mechanics Abstracts, Vol. 18, No. 1, 1981, pp. 85â110. Bedian, M.P., âValue Engineering During Construction,â Geotechnical Special Publication No. 124: Geo-Support 2004, 2004, pp. 52â69. Bermingham, P., C.D. Ealy, and J.K. White, âA Comparison of Statnamic and Static Field Tests at Seven FHWA Sites,â Proceedings, Fifth International Deep Founda- tions Institute Conference, Bruges, Belgium, 1994, pp. 616â630. Bieniawski, Z.T., âGeomechanics Classification of Rock Masses and Its Application in Tunnelling,â Proceedings, Symposium on Exploration for Rock Engineering, Balkema, Rotterdam, The Netherlands, 1976, pp. 97â106. Bieniawski, Z.T., âDetermining Rock Mass Deformabilityâ Experience from Case Histories,â International Journal of Rock Mechanics and Mineral Science, Vol. 15, 1978, pp. 237â247. Bieniawski, Z.T., Rock Mass Design in Mining and Tunnel- ing, Balkema, Rotterdam, The Netherlands, 1984, 272 pp. Bieniawski, Z.T., Engineering Rock Mass Classifications, Wiley, New York, 1989. Bishnoi, B.W., âBearing Capacity of Jointed Rock,â Ph.D. thesis, Georgia Institute of Technology, Atlanta, Ga., 1968. Bloomquist, D. and F.C. Townsend, âDevelopment of In Situ Equipment for Capacity Determinations of Deep Founda- tions in Florida Limestones,â Report to Florida Depart- ment of Transportation, University of Florida, Gainesville, 1991. Bridge Design Aids, Massachusetts Highway Department, Boston, 1990. Broms, B.B., âLateral Resistance of Piles in Cohesive Soils,â Journal of the Soil Mechanics and Foundations Division, Vol. 90, No. SM2, 1964a, pp. 27â63. Broms, B.B., âLateral Resistance of Piles in Cohesionless Soils,â Journal of the Soil Mechanics and Foundations Division, Vol. 90, No. SM3, 1964b, pp. 123â156. Brown, D.A., âConstruction and Design of Drilled Shafts in Hard Pinnacled Limestones,â Transportation Research Record 1277, Transportation Research Board, National Research Council, Washington, D.C., 1990, pp. 148â152. Brown, D.A., âEvaluation of Static Capacity of Deep Foun- dations from Statnamic Testing,â Geotechnical Testing Journal, Vol. 17, No. 4, 1994, pp. 404â414. Brown, D.A., âLoad Testing for Drilled Shaft Foundations,â Lecture Notes, Faculty Workshop 2000, International Association of Foundation Drilling, Dallas, Tex., 2000. Brown, D.A., âZen and the Art of Drilled Shaft Construction: The Pursuit of Quality,â Geotechnical Special Publica- tion No. 124: Geo-Support 2004, J.P. Turner and P.W. Mayne, Eds., 2004, pp. 19â33. Brown, D.A., S.A. Hidden, and S. Zhang, âDetermination of p-y Curves Using Inclinometer Data,â Geotechnical Test- ing Journal, Vol. 17, No. 2, 1994, pp. 150â158. Building Code Requirements for Structural Concrete, ACI318-94, American Concrete Institute, Farmington Hills, Mich., 1985. Bukovansky, M., âDetermination of Elastic Properties of Rocks Using Various Onsite and Laboratory Methods,â REFERENCES
105 Proceedings, 2nd Congress of the International Society of Rock Mechanics, Belgrade, Yugoslavia, Vol. 1, 1970, pp. 329â332. Butterfield, R. and P.K. Banerjee, âThe Elastic Analysis of Compressible Piles and Pile Groups,â Geotechnique, Vol. 21, No. 1, 1971, pp. 43â60. Byles, R., âAGRA Foundations and Seacore Combine to Strengthen Major US Bridge,â Foundation Drilling, Vol. 25, No. 7, International Association of Foundation Drilling, Dallas, Tex., 2004, pp. 10â13. Caltrans, Sacramento, Calif., 2005 [Online]. Available: http://www.dot.ca.gov/hq/esc/geotech/gg/atv_log.htm [June 2005]. Canadian Foundation Engineering Manual, 2nd ed., Canadian Geotechnical Society, Ottawa, Canada, 1985, 456 pp. Carter, J.P. and F.H. Kulhawy, âAnalysis and Design of Drilled Shaft Foundations Socketed into Rock,â Report EL-5918, Electric Power Research Institute, Palo Alto, Calif., 1988, 188 pp. Carter, J.P. and F.H. Kulhawy, âAnalysis of Laterally Loaded Shafts in Rock,â Journal of Geotechnical Engi- neering, Vol. 118, No. 6, 1992, pp. 839â855. Cavusoglu, E., M.S. Nam, M.W. OâNeill, and M. McClel- land, âMulti-Method Strength Characterization for Soft Cretaceous Rocks in Texas,â Geotechnical Special Publication No. 124: Geo-Support 2004, J.P. Turner and P.W. Mayne, Eds., 2004, pp. 199â210. Cokceoglu, C., H. Sonmez, and A. Kayabasi, âPredicting the Deformation Moduli of Rock Masses,â International Journal of Rock Mechanics and Mining Sciences, Vol. 40, 2003, pp. 701â710. Coon, R.F. and A.T. Merritt, âPredicting In Situ Modulus of Deformation Using Rock Quality,â Special Technical Publication No. 477, American Society for Testing and Materials (ASTM), Philadelphia, Pa., 1969. Crapps, D.K., âDesign, Construction, and Inspection of Drilled Shafts in Limerock and Limestone,â Proceedings, 35th Annual Geotechnical Conference, ASCE/AEG, Uni- versity of Kansas, Lawrence, 1986, 38 pp. Crapps, D.K., âProposed Improvements for Drilled Shaft Design in Rock,â Prepared for the Florida Department of Transportation by Schmertmann & Crapps, Inc., Gainesville, Fla., 2001, 37 pp. Crapps, D.K. and J.H. Schmertmann, âCompression Top Load Reaching Shaft BottomâTheory Versus Tests,â Proceedings, International Deep Foundations Congress, Orlando, Fla., Feb. 14â16, 2002. Davisson, M.T., âLateral Load Capacity of Piles,â Highway Research Record 333, Highway Research Board, National Research Council, Washington, D.C., 1970, pp. 104â112. Deere, D.U., âTechnical Description of Rock Cores for Engineering Purposes,â Rock Mechanics and Engineer- ing Geology, Vol. 1, No. 1, 1964, pp. 17â22. Deere, D.U. and D.W. Deere, Rock Quality Designation (RQD) After Twenty Years, Contract Report GL-89-1, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss., 1989. DiMaggio, J.A., âDevelopments in Deep Foundation High- way PracticeâThe Last Quarter Century,â Foundation Drilling, Vol. 24, No. 2, International Association of Foundation Drilling, Dallas, Tex., 2004, pp. 16â30. DiMillio, A.F., âA Quarter Century of Geotechnical Research,â Report FHWA-RD-98-13X, Federal Highway Administration, Washington, D.C., 1998, 160 pp. Donald, I.B., S.W. Sloan, and H.K. Chiu, âTheoretical Analyses of Rock Socketed Piles,â Proceedings, Interna- tional Conference on Structural Foundations on Rock, Vol. 1, Sydney, Australia, 1980, pp. 303â316. Dunscomb, M.H. and E. Rehwoldt, âTwo-Dimensional Pro- filing: Geophysical Weapon of Choice in Karst Terrain for Engineering Applications,â Hydrogeology and Engi- neering Geology of Sinkholes and KarstâProceedings of the Seventh Multidisciplinary Conference on Sinkholes and the Engineering and Environmental Impacts of Karst, Hershey, Pa., 1999, pp. 219â224. Eliassen, T., D. Richter, H. Crow, P. Ingraham, and T. Carter, âUse of Optical Televiewer and Acoustical Televiewer Logging Methods in Lieu of Oriented Coring Methods,â Preprint, TRB Workshop on Geotechnical Methods Revisited, Kansas City, Mo., Sep. 7, 2004, 2005. El Naggar, M.H. and M.J.V. Baldinelli, âInterpretation of Axial Statnamic Load Test Using an Automatic Signal Matching Technique,â Canadian Geotechnical Journal, Vol. 37, 2000, pp. 927â942. Engineering Manual EM 1110-1-2908, Rock Foundations, U.S. Army Corps of Engineers, Washington, D.C., 1994. Fleming, W.G.K., A.J. Weltman, M.F. Randolph, and W.K. Elson, Piling Engineering, John Wiley & Sons, Inc., New York, N.Y., 1992. Frantzen, J. and W.F. Stratton, Final Reportâp-y Curve Data for Laterally Loaded Piles in Shale and Sandstone, Report FHWA-KS-87-2, Kansas Department of Trans- portation, Topeka, 1987. Gabr, M.A. and R.H. Borden, âLTBASE: A Computer Pro- gram for the Analysis of Laterally Loaded Piers Including Base and Slope Effects,â Transportation Research Record 1169, Transportation Research Board, National Research Council, Washington, D.C., 1988, pp. 83â93. Gabr, M.A., R.H. Borden, K.H. Cho, S. Clark, and J.B. Nixon, P-y Curves for Laterally Loaded Drilled Shafts Embedded in Weathered Rock, Report FHWA/NC/2002/08, North Carolina State University, Raleigh, 2002, 289 pp. Gardner, W.S., âDesign of Drilled Piers in the Atlantic Piedmont,â Geotechnical Special Publication No. 9: Foundations and Excavations in Decomposed Rock of the Piedmont Province, 1987, pp. 62â86. âGeophysical Exploration for Engineering and Environmen- tal Investigations,â Engineering Manual EM 1110-1-1802, U.S. Army Corps of Engineers, Washington, D.C., 1995. Georgiadis, M. and A.P. Michalopoulos, âDilatometer Tests for the Design of Grouted Piles in Rock,â Proceedings, In
Situ â86, Use of In Situ Tests in Geotechnical Engineer- ing, Blacksburg, Va., 1986, pp. 560â568. Geotechnical Design Manual, Washington State Department of Transportation, Olympia, 2005 [Online]. Available: http://www.wsdot.wa.gov/fasc/EngineeringPublications/ Manuals/2005GDM/GDM.htm [Oct. 2005]. âGeotechnical Investigations,â Engineering Manual EM 1110-1-1804, U.S. Army Corps of Engineers, Washington, D.C., 2001. Geotechnical Manual, Texas Department of Transportation, Austin, 2000 [Online]. Available: http://manuals.dot.state. tx.us/dynaweb/colbridg/geo [June 2005]. Goodman, R.E., Methods of Geological Engineering in Dis- continuous Rock, West Publishing Company, St. Paul, Minn., 1976. Goodman, R.E., Introduction to Rock Mechanics, John Wiley & Sons, New York, N.Y., 1980, 478 pp. Goodman, R.E. and G.-H. Shi, Block Theory and Its Appli- cation to Rock Engineering, PrenticeâHall, Englewood Cliffs, N.J., 338 pp. 1985. Greer, D.M. and W.S. Gardner, Construction of Drilled Pier Foundations, John Wiley & Sons, New York, N.Y., 1986, 246 pp. Gunnink, B. and C. Kiehne, âCapacity of Drilled Shafts in Burlington Limestone,â Journal of Geotechnical and Geoenvironmental Engineering, Vol. 128, No. 7, 2002, pp. 539â545. Harris, D.E. and P.W. Mayne, âAxial Compression Behav- ior of Two Drilled Shafts in Piedmont Residual Soils,â Proceedings, International Conference on Design and Construction of Deep Foundations, Vol. 2, Orlando, Fla., 1994, pp. 352â367. Hassan, K.M. and M.W. OâNeill, âSide Load-Transfer Mechanisms in Drilled Shafts in Soft Argillaceous Rock,â Journal of Geotechnical and Geoenvironmental Engi- neering, Vol. 123, No. 2, 1997, pp. 145â152. Hassan, K.M., M.W. OâNeill, S.A. Sheikh, and C.D. Ealy, âDesign Method for Drilled Shafts in Soft Argillaceous Rock,â Journal of Geotechnical and Geoenvironmental Engineering, Vol. 123, No. 3, 1997, pp. 272â280. Hetenyi, M., Beams on Elastic Foundation, The University of Michigan Press, Ann Arbor, Mich., 1946. Heuze, F.E., âScale Effects in the Determination of Rock Mass Strength and Deformability,â Journal of Rock Mechanics, Vol. 12, No. 3â4, 1980, pp. 167â192. Heuze, F.E., âSuggested Method for Estimating the In-Situ Modulus of Deformation of Rock Using the NX-Borehole Jack,â Geotechnical Testing Journal, Vol. 7, No. 4, 1984, pp. 205â210. Hiltunen, D.R. and M.J.S. Roth, âInvestigation of Bridge Foundation Sites in Karst Terrane Via Multi-Electrode Resistivity,â Proceedings, Geotechnical and Geophysical Site Characterization, A.V. da Fonseca and P.W. Mayne, Eds., Millpress Science Publishers, Rotterdam, The Netherlands, 2004, pp. 483â490. Hirany, A. and F.H. Kulhawy, Conduct and Interpretation of Load Tests on Drilled Shaft Foundations, Volume 1: 106 Detailed Guidelines, Report EL-5915, Electric Power Research Institute, Palo Alto, Calif., 1988, 374 pp. Hoek, E. and E.T. Brown, âEmpirical Strength Criterion for Rock Masses,â Journal of Geotechnical Engineering, Vol. 106, No. GT9, 1980, pp. 1013â1035. Hoek, E. and E.T. Brown, âPractical Estimates of Rock Mass Strength,â International Journal of Rock Mechanics and Mineral Science, Vol. 34, No. 8, 1997, pp. 1165â1180. Hoek, E. and E.T. Brown, âThe HoekâBrown Failure CriterionâA 1988 Update,â Rock Engineering for Under- ground Excavations, Proceedings 15th Canadian Rock Mechanics Symposium, Toronto, ON, Canada, 1988, pp. 31â38. Hoek, E., P.K. Kaiser, and W.F. Bawden, Support of Under- ground Excavations in Hard Rock, A.A. Balkema, Rot- terdam, The Netherlands, 1995, 215 pp. Hoek, E., C. Carranza-Torres, and B. Corkum, âHoekâBrown Failure Criterionâ2002 Edition,â Proceedings, North American Rock Mechanics Society Meeting, July 8â10, 2002, Toronto, ON, Canada. Hoit, M., C. Hays, and M.C. McVay, âThe Florida Pier Analysis ProgramâMethods and Models for Pier Analy- sis and Design,â Transportation Research Record 1569, Transportation Research Board, National Research Council, Washington, D.C., 1997, pp. 1â8. Horvath, R.G., âField Load Test Data on Concrete-to-Rock Bond Strength for Drilled Pier Foundations,â Department of Civil Engineering, University of Toronto Publication 78/07, ON, Canada, 1978. Horvath, R.G., âDrilled Piers Socketed into Weak Rockâ Methods of Improving Performance,â Ph.D. thesis, Department of Civil Engineering, University of Toronto, ON, Canada, 1982. Horvath, R.G. and T.C. Kenney, âShaft Resistance of Rock Socketed Drilled Piers,â Proceedings, Symposium on Deep Foundations, ASCE, New York, N.Y., 1979, pp. 182â214. Horvath, R.G., T.C. Kenney, and P. Kozicki, âMethods of Improving the Performance of Drilled Piers in Weak Rock,â Canadian Geotechnical Journal, Vol. 20, 1983, pp. 758â772. Horvath, R.G., P. Bermingham, and P. Middendorp, âThe Equilibrium Point Method of Analysis for Statnamic Load- ing Test with Supporting Case Histories,â Proceedings, Deep Foundations Conference, Pittsburgh, Pa., 1993. Hussein, M., B. Robinson, and G. Likens, âApplication of a Simplified Dynamic Load Testing Method for Cast-in- Place Piles,â Geotechnical Special Publication No. 124, Geo-Support 2004, 2004, pp. 110â121. Johnston, I.W., T.S.K. Lam, and A.F. Williams, âConstant Normal Stiffness Direct Shear Testing for Socketed Pile Design in Weak Rock,â Geotechnique, Vol. 37, No. 1, 1987, pp. 83â89. Johnston, I.W. and T.S.K. Lam, âShear Behavior of Regular Triangular Concrete/Rock JointsâAnalysis,â Journal of Geotechnical Engineering, Vol. 115, No. 5, 1989, pp. 711â727.
107 Knott, D.L., L.F. Rojas-Gonzales, and F.B. Newman, Cur- rent Foundation Engineering Practice for Structures in Karst Areas, Report FHWA-PA-91-007+90-12, Federal Highway Administration and Pennsylvania Department of Transportation, Harrisburg, Pa., 1993. Koutsoftas, D.C., âCaisson Socketed in Sound Mica Schist,â Journal of Geotechnical Engineering, Vol. 107, No. GT6, 1981, pp. 743â757. Kulhawy, F.H., âGeomechanical Model for Rock Founda- tion Settlement,â Journal of the Geotechnical Engineer- ing Division, Vol. 104, No. GT2, 1978, pp. 211â227. Kulhawy, F.H. and J.P. Carter, âSettlement and Bearing Capacity of Foundations on Rock Masses,â In Engineering in Rock Masses, F.G. Bell, Ed., ButterworthâHeinemann, Oxford, England, 1992a, pp. 231â245. Kulhawy, F.H. and J.P. Carter, âSocketed Foundations in Rock Masses,â In Engineering in Rock Masses, F.G. Bell, Ed., ButterworthâHeinemann, Oxford, England, 1992b, pp. 509â529. Kulhawy, F.H. and R.E. Goodman, âDesign of Foundations on Discontinuous Rock,â Proceedings, International Conference on Structural Foundations on Rock, Vol. 1, Sydney, Australia, 1980, pp. 209â220. Kulhawy, F.H., C.H. Trautmann, and T.D. OâRourke, âThe Soil-Rock Boundary: What Is It and Where Is It?â Geo- technical Special Publication No. 28: Detection of and Construction at the Soil/Rock Interface, 1991, pp. 1â15. Kulhawy, F.H. and K.-K. Phoon, âDrilled Shaft Side Resis- tance in Clay Soil to Rock,â Geotechnical Special Publication No. 38: Design and Performance of Deep Foundations, 1993, pp. 172â183. Kulhawy, F.H. and W.A. Prakoso, âDiscussion of âEnd Bear- ing Capacity of Drilled Shafts in Rock,ââ Journal of Geotechnical and Geoenvironmental Engineering, Vol. 125, No. 12, 1998, pp. 1106â1109. Kulhawy, F.H., W.A. Prakoso, and S.O. Akbas, âEvaluation of Capacity of Rock Foundation Sockets,â Alaska Rocks 2005, Proceedings, 40th U.S. Symposium on Rock Mechanics, G. Chen, S. Huang, W. Zhou, and J. Tinucci, Eds., Anchorage, Alaska, June 2005, 8 pp. (CD-ROM). Ladanyi, B., âFriction and End Bearing Tests on Bedrock for High Capacity Rock Socket Design: Discussion,â Cana- dian Geotechnical Journal, Vol. 14, 1977, pp. 153â155. LaFronz, N.J., D.E. Peterson, R.D. Turton, and S. Anderson, âGeologic Characterization for Bridge Foundations, Col- orado River Bridge, Hoover Dam Bypass Project,â 54th Highway Geology Symposium, Burlington, Vt., 2003. Lai, P., âDetermination of Design Skin Friction for Drilled Shafts Socketed in the Florida Limestone,â Notes of Florida DOT Design Conference, Florida Department of Transportation, Tallahassee, 1998, pp. 140â146. Littlechild, B.D., S.J. Hill, I. Statham, G.D. Plumbridge, and S.C. Lee, âDetermination of Rock Mass Modulus for Foundation Design,â Geotechnical Special Publication No. 97: Innovations and Applications in Geotechnical Site Characterization, P.W. Mayne and R. Hryciw, Eds., 2000, pp. 213â228. LRFD Bridge Design Specifications, 3rd ed., American Association of State Highway and Transportation Offi- cials, Washington, D.C., 2004. LRFD Bridge Design Specifications, 2006 Interim, Section 10, Foundations, American Association of State Highway and Transportation Officials, Washington, D.C., 2005. Manual on Subsurface Investigations, American Association of State Highway and Transportation Officials, Washing- ton, D.C., 1988. Marinos, P. and E. Hoek, âGSI: A Geologically Friendly Tool for Rock Mass Strength Estimation,â Proceedings, Geo-Engineering 2000, International Conference on Geotechnical and Geological Engineering, Melbourne, Australia, 2000, pp. 1422â1440. Matlock, H., âCorrelations for Design of Laterally Loaded Piles in Soft Clay,â Proceedings, 2nd Offshore Technol- ogy Conference, Vol. 1, 1970, pp. 577â594. Mattes, N.S. and H.G. Poulos, âSettlement of Single Com- pressible Pile,â Journal of the Soil Mechanics and Founda- tions Division, Vol. 95, No. SM1, 1969, pp. 189â207. Mayne, P.W., B. Christopher, R. Berg, and J. DeJong, Manual on Subsurface Investigations, Report FHWA NHI-01-031, National Highway Institute, Federal Highway Administration, Washington, D.C., 2001, 301 pp. McVay, M.C., F.C. Townsend, and R.C. Williams, âDesign of Socketed Drilled Shafts in Limestone,â Journal of Geotechnical Engineering, Vol. 118, No. 10, 1992, pp. 1226â1237. McVay, M.C. and L. Niraula, âDevelopment of P-Y Curves for Large Diameter Piles/Drilled Shafts in Limestone for FBPIER,â Final Report to Florida Department of Trans- portation, Tallahassee, 2004, 158 pp. Mullins, G., C.L. Lewis, and M.D. Justason, âAdvancements in Statnamic Data Regression Techniques,â Geotechnical Special Publication No. 116: Deep Foundations 2002: An International Perspective on Theory, Design, Construc- tion, and Performance, Vol. 2, 2002, pp. 915â930. Mullins, G., D. Winters, and S. Dapp, âPredicting End Bearing Capacity of Post-Grouted Drilled Shaft in Cohe- sionless Soils,â Journal of Geotechnical and Geoenviron- mental Engineering, Vol. 132, No. 5, 2006, pp. 478â487. Murphy, W.L., âGeotechnical Descriptions of Rock and Rock Masses,â Technical Report GL-85-3, U.S. Army Corps of Engineers Waterways Experiment Station, Vicksburg, Miss., 1985. OâNeill, M.W., F.C. Townsend, K.H. Hassan, A. Buller, and P.S. Chan, Load Transfer for Drilled Shafts in Intermedi- ate Geomaterials, Report FHWA-RD-95-171, Federal Highway Administration, McLean, Va., 1996, 184 pp. OâNeill, M.W., D.A. Brown, F.C. Townsend, and N. Abar, âInnovative Load Testing of Deep Foundations,â Trans- portation Research Record 1569, Transportation Research Board, National Research Council, Washing- ton, D.C., 1997, pp. 17â25. OâNeill, M.W. and L.C. Reese, Drilled Shafts: Construction Procedures and Design Methods, Report FHWA-IF-99-
025, Federal Highway Administration, Washington, D.C., 1999, 758 pp. Ooi, L.H. and J.P. Carter, âDirect Shear Behavior of Con- creteâSandstone Interfaces,â Proceedings, 6th Interna- tional Conference on Rock Mechanics, Montreal, ON, Canada, 1987, pp. 467â470. Osterberg, J.O., The Osterberg Cell for Load Testing Drilled Shafts and Driven Piles: Final Report, Report FHWA- SA-94-035, Federal Highway Administration, Washing- ton, D.C., 1995, 92 pp. Osterberg, J.O. and S.A. Gill, âLoad Transfer Mechanism for Piers Socketed in Hard Soils or Rock,â Proceedings, 9th Canadian Symposium on Rock Mechanics, Montreal, ON, Canada, 1973, pp. 235â262. Paikowsky, S.G., et al., NCHRP Report 507: Load and Resistance Factor Design (LRFD) for Deep Foundations, Transportation Research Board, National Research Coun- cil, Washington, D.C., 2004a, 85 pp. Paikowsky, S.G., et al., Innovative Load Testing Systems, Draft Final Report NCHRP 21-08, Transportation Research Board, National Research Council, Washing- ton, D.C., 2004b. Paikowsky, S.G., I. Klar, and L.R. Chernauskas, âPerfor- mance Evaluation of Continuous Flight Auger (CFA) vs. Bentonite Slurry Drilled Shafts Utilizing Drop Weight Testing,â Geotechnical Special Publication No. 124: Geo-Support 2004, J.P. Turner and P.W. Mayne, Eds., 2004c, pp. 637â652. Pells, P.J.N. and R.M. Turner, âElastic Solutions for the Design and Analysis of Rock-Socketed Piles,â Canadian Geotechnical Journal, Vol. 16, 1979, pp. 481â487. Pells, P.J.N., R.K. Rowe, and R.M. Turner, âAn Experimen- tal Investigation into Side Shear for Socketed Piles in Sandstone,â Proceedings, International Conference on Structural Foundations on Rock, Vol. 1, Sydney, Aus- tralia, 1980, pp. 291â302. Poulos, H.G., âBehavior of Laterally Loaded Piles: I-Single Piles,â Journal of the Soil Mechanics and Foundations Division, Vol. 97, No. SM5, 1971, pp. 711â731. Poulos, H.G., âBehavior of Laterally Loaded Piles: III- Socketed Piles,â Journal of the Soil Mechanics and Foun- dations Division, Vol. 98, No. SM4, 1972, pp. 341â360. Radbruch-Hall, D.H., K. Edwards, and R.H. Batson, âEx- perimental EngineeringâGeologic and Environmentalâ Geologic Maps of the Conterminous United States,â U.S. Geological Survey Bulletin 1610, U.S. Government Print- ing Office, Washington, D.C., 1987, 7 pp. Randolph, M.F., âThe Response of Flexible Piles to Lateral Loading,â Geotechnique, Vol. 31, No. 2, 1981, pp. 247â259. Randolph, M.F. and C.P. Wroth, âAnalysis and Deformation of Vertically Loaded Piles,â Journal of the Geotechnical Engineering Division, Vol. 104, No. GT12, 1978, pp. 1465â1488. Reese, L.C., Handbook on Design of Piles and Drilled Shafts Under Lateral Loading, Report FHWA-IP-84-11, Federal Highway Administration, Washington, D.C., 1984, 386 pp. 108 Reese, L.C., âAnalysis of Laterally Loaded Piles in Weak Rock,â Journal of Geotechnical and Geoenvironmental Engineering, Vol. 123, No. 11, 1997, pp. 1010â1017. Reese, L.C. and R.C. Welch, âLateral Loading of Deep Foundations in Stiff Clay,â Journal of the Geotechnical Engineering Division, Vol. 101, No. 7, 1975, pp. 633â649. Rocha, M., A. Silveirio, F.P. Rodrigues, A. Silverio, and A. Ferreira, âCharacterization of the Deformability of Rock Masses by Dilatometer Tests,â Proceedings, 2nd Con- gress of the International Society of Rock Mechanics, Belgrade, Yugoslavia, Vol. 1, 1970, pp. 509â516. Rock Slopes: Design, Excavation, Stabilization, Circular FHWA-TS-89-045, Federal Highway Administration, Washington, D.C., 1989. Rock Testing Handbook, Technical Information Center, U.S. Army Corps of Engineers Waterways Experiment Sta- tion, Vicksburg, Miss., 1993. Rosenburg, P. and N.L. Journeaux, âFriction and End Bear- ing Tests on Bedrock for High Capacity Socket Design,â Canadian Geotechnical Journal, Vol. 13, 1976, pp. 324â333. Rowe, R.K. and H.H. Armitage, âThe Design of Piles Sock- eted into Weak Rock,â Report GEOT-11-84, University of Western Ontario, London, ON, Canada, 1984, 365 pp. Rowe, R.K. and H.H. Armitage, âTheoretical Solutions for Axial Deformation of Drilled Shafts in Rock,â Canadian Geotechnical Journal, Vol. 24, 1987a, pp. 114â125. Rowe, R.K. and H.H. Armitage, âA Design Method for Drilled Piers in Soft Rock,â Canadian Geotechnical Jour- nal, Vol. 24, 1987b, pp. 126â142. Rowe, R.K. and P.J.N. Pells, âA Theoretical Study of Pile- Rock Socket Behaviour,â Proceedings, International Conference on Structural Foundations on Rock, Vol. 1, Sydney, Australia, 1980, pp. 253â264. Sabatini, P.J., R.C. Bachus, P.W. Mayne, J.A. Schneider, and T.E. Zettler, âEvaluation of Soil and Rock Properties,â Geotechnical Engineering Circular No. 5, Federal High- way Administration, Washington, D.C., 2002, 385 pp. Schmertmann, J.H., J.A. Hayes, T. Molnit, and J.O. Oster- berg, âO-Cell Testing Case Histories Demonstrate the Importance of Bored Pile (Drilled Shaft) Construction Technique,â Proceedings, Fourth International Confer- ence on Case Histories in Geotechnical Engineering, St. Louis, Mo., 1998, pp. 1103â1115. Schwartz, S.A., âDrilled Piers in the PiedmontâMinimizing ContractorâEngineerâOwner Conflicts,â Geotechnical Special Publication No. 9: Foundations and Excavations in Decomposed Rock of the Piedmont Province, ASCE, New York, N.Y., 1987, pp. 87â102. Seidel, J.P. and C.M. Haberfield, âA New Approach to the Prediction of Drilled Pier Performance in Rock,â Pro- ceedings, International Conference on Design and Construction of Deep Foundations, Vol. 2, Orlando, Fla., Federal Highway Administration, Washington, D.C., 1994, pp. 556â570.
109 Seidel, J.P. and B. Collingwood, âA New Socket Roughness Factor for Prediction of Rock Socket Shaft Resistance,â Canadian Geotechnical Journal, Vol. 38, 2001, pp. 138â153. Serafim, J.L. and J.P. Pereira, âConsiderations of the Geo- mechanics Classification of Bieniawski,â Proceedings, International Symposium on Engineering Geology and Underground Construction, Lisbon, Portugal, 1983, pp. 1133â1144. Sirles, P.C., NCHRP Synthesis 357: Use of Geophysics for Transportation Projects, Transportation Research Board, National Research Council, Washington, D.C., 2006, 108 pp. Sowers, G.G., âFoundation Bearing in Weathered Rock,â Rock Engineering for Foundations and Slopes, ASCE, New York, N.Y., 1976, pp. 32â42. Sowers, G.F., Introductory Soil Mechanics and Foundations, 4th ed., Macmillan Publishing Co., Inc., New York, N.Y., 1979, 621 pp. Sowers, G.F., âCorrection and Protection in Limestone Ter- rain,â Proceedings, First Multi-Disciplinary Conference on Sinkholes, B. Peck, Ed., Balkema, Rotterdam, The Netherlands, 1994, pp. 373â378. Standard Specifications for Highway Bridges, 16th ed., American Association of State Highway and Transporta- tion Officials, Washington, D.C., 1996. Standard Specifications for Transportation Materials and Methods of Sampling and Testing, Part II, Tests, Ameri- can Association of State Highway and Transportation Of- ficials, Washington, D.C., 1992. Sun, K., âLaterally Loaded Piles in Elastic Media,â Journal of Geotechnical Engineering, Vol. 120, No. 8, 1994, pp. 1324â1344. Tang, Q., E.C. Drumm, and R.M. Bennett, âResponse of Drilled Shaft Foundations in Karst During Construction Loading,â Proceedings, International Conference on Design and Construction of Deep Foundations, Vol. 3, Orlando, Fla., Federal Highway Administration, Wash- ington, D.C., 1994, pp. 1296â1309. Technical Manual for LPILEPLUS 5.0 for Windows, Ensoft, Inc., Austin, Tex., 2004. Terzaghi, R., âSources of Error in Joint Surveys,â Geotech- nique, Vol. 15, 1965, p. 287. To, A.C., H. Ernst, and H.H. Einstein, âLateral Load Capac- ity of Drilled Shafts in Jointed Rock,â Journal of Geo- technical and Geoenvironmental Engineering, Vol. 129, No. 8, 2003, pp. 711â726. Turner, J.P., E. Sandberg, and N.N.S. Chou, âSide Resis- tance of Drilled Shafts in the Denver and Pierre Forma- tions,â Geotechnical Special Publication No. 38: Design and Performance of Deep Foundations, 1993, pp. 245â259. Varnes, D.J., âThe Logic of Geologic Maps, with Reference to Their Interpretation and Use for Engineering Pur- poses,â USGS Professional Paper 837, U.S. Government Printing Office, Washington, D.C., 1974. Verruijt, A. and A.P. Kooijman, âLaterally Loaded Piles in a Layered Elastic Medium,â Geotechnique, Vol. 39, No. 1, 1989, pp. 39â46. Vesic, A.S., NCHRP Synthesis 42: Design of Pile Founda- tions, Transportation Research Board, National Research Council, Washington, D.C., 1977, 68 pp. Viskne, A., Evaluation of In Situ Shear Wave Velocity Mea- surement Techniques, REC-ERC-76-6, Division of De- sign, Engineering and Research Center, U.S. Dept. of the Interior, Bureau of Reclamation, Denver, Colo., 1976. Wang, S.-T. and L.C. Reese, âAnalysis of Piles Under Lat- eral LoadâComputer Program COM624P for the Micro- computer,â Report FHWA-SA-91-002, Federal Highway Administration, Washington, D.C., 1991, 229 pp. Williams, A.F., I.W. Johnston, and I.B. Donald, âThe Design of Sockets in Weak Rock,â Proceedings, International Conference on Structural Foundations on Rock, Vol. 1, Sydney, Australia, 1980, pp. 327â347. Williams, A.F. and P.J.N. Pells, âSide Resistance Rock Sockets in Sandstone, Mudstone, and Shale,â Canadian Geotechnical Journal, Vol. 18, 1981, pp. 502â513. Williams, R., D. Burnett, and J. Savidge, âParticipant Work- bookâDrilled Shaft Foundation Inspection,â Publication FHWA NHI-03-018, U.S. Federal Highway Administra- tion, Washington, D.C., 2002, 776 pp. Wyllie, D.C., Foundations on Rock, 2nd ed., E&FN Spon, New York, N.Y., 1999, 401 pp. Wyllie, D.C. and N.I. Norrish, âRock Strength Properties and Their Measurement,â In TRB Special Report 247: Land- slidesâInvestigation and Mitigation, A.K. Turner and L.R. Shuster, Eds., Transportation Research Board, National Research Council, Washington, D.C., 1996, pp. 372â390. Yang, K., âAnalysis of Laterally Loaded Drilled Shafts in Rock,â Ph.D. dissertation, University of Akron, Akron, Ohio, 2006, 291 pp. Yang, M.Z., M.Z. Islam, E.C. Drumm, and G. Zuo, âSide Resistance of Drilled Shaft Socketed into Wissahickon Mica Schist,â Geotechnical Special Publication No. 124: Geo-Support 2004, J.P. Turner and P.W. Mayne, Eds., 2004, pp. 765â777. Zhan, C. and J.-H. Yin, âField Static Load Tests on Drilled Shaft Founded on or Socketed into Rock,â Canadian Geo- technical Journal, Vol. 37, 2000, pp. 1283â1294. Zhang, L. and H.H. Einstein, âEnd Bearing Capacity of Drilled Shafts in Rock,â Journal of Geotechnical and Geoenvironmental Engineering, Vol. 124, No. 7, 1998, pp. 574â584. Zhang, L., H. Ernst, and H.H. Einstein, âNonlinear Analysis of Laterally Loaded Rock-Socketed Shafts,â Journal of Geotechnical and Geoenvironmental Engineering, Vol. 126, No. 11, 2000, pp. 955â968.