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Reference Papers Books about Dynamic Foundation Testing
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2010:
•  Rausche, F., Likins, G. E., Liang, L., Hussein, M.H., January, 2010. Static and Dynamic Models for CAPWAP Signal Matching. The Art of Foundation Engineering Practice, Geotechnical Special Publication No. 198, Hussein, M. H., J. B. Anderson, W. M. Camp Eds, American Society of Civil Engineers: Reston, VA; 534-553.
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2009:
•  Rausche, F., Nagy, M., Webster, S., Liang, L., May, 2009. CAPWAP and Refined Wave Equation Analyses for Driveability Predictions and Capacity Assessment of Offshore Pile Installations. Proceedings of the ASME 28TH International Conference on Ocean, Offshore and Arctic Engineering: Honolulu, Hawaii; 1-9.
•  Hussein, M.H., Choate, L., Mangogna, R., Gray, K., March, 2009. Effective Use of Steel Piles for a Large Transportation Project in Central Florida. Contemporary Topics in Deep Foundations; Selected Papers from the 2009 International Foundation Congress and Equipment Expo, Geotechnical Special Publication No. 185. Iskander, M.I., Laefer, D. F., Hussein, M. H. Eds. American Society of Civil Engineers: Orlando, Fl; 191-198.
•  Likins, G. E., Hermansson, I., Kightley, M., Cannon, J.G., Klingberg, D., March, 2009. Advances in Dynamic Foundation Testing Technology. Contemporary Topics in Deep Foundations; Selected Papers from the 2009 International Foundation Congress and Equipment Expo, Geotechnical Special Publication No. 185. Iskander, M.I., Laefer, D. F., Hussein, M. H. Eds. American Society of Civil Engineers: Orlando, Fl; 591-598.
•  Beim, J.W., de Gracia, C. A., March, 2009. Dynamic Pile Testing of Three Drilled Shafts on the Bridge over the Changuinola River in Panama. Contemporary Topics in Deep Foundations; Selected Papers from the 2009 International Foundation Congress and Equipment Expo, Geotechnical Special Publication No. 185. Iskander, M.I., Laefer, D. F., Hussein, M. H. Eds. American Society of Civil Engineers: Orlando, Fl; 607-614.
•  Miyasaka, T., Likins, G. E., Kuwabara, F., Rausche, F., Hyodo, M., March, 2009. Improved Methods for Rapid Load Tests of Deep Foundations. Contemporary Topics in Deep Foundations; Selected Papers from the 2009 International Foundation Congress and Equipment Expo, Geotechnical Special Publication No. 185. Iskander, M.I., Laefer, D. F., Hussein, M. H. Eds. American Society of Civil Engineers: Orlando, Fl; 629-636.
•  Rausche, F., Klingmüller, O., February, 2009. Ermittlung Von Art und Tiefe unbekannter Gründungselemente. Mitteilung des Instituts Für Grundbau and Bodenmechanik Technische Universität Braunschweig; Heft Nr. 88: Braunschweig, Deutschland; 351-364. (in German)
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2008:
•  Robinson, B., Webster, S., December, 2008. Successful Testing Methods for Unknown Bridge Foundations. Proceedings of The Fifth Highway Geophysics - NDE Conference: Charlotte, NC; 101-110.
•  Robinson, B., Webster, S., Alvarez, C., December, 2008. Stress Wave Methods in Civil Engineering. Proceedings of The Fifth Highway Geophysics - NDE Conference: Charlotte, NC; 472-480.
•  Beim, G, Likins, G. E., September, 2008. Worldwide Dynamic Foundation Testing Codes and Standards. Proceedings of the Eighth International Conference on the Application of Stress Wave Theory to Piles 2008: Lisbon, Portugal; 689-697.
•  Rausche, F., Nagy, M., Likins, G. E., September, 2008. Mastering the Art of Pile Testing. Proceedings of the Eighth International Conference on the Application of Stress Wave Theory to Piles 2008: Lisbon, Portugal; 19-32.
•  Rodriguez, J., Alvarez, C., Velandia, E., September, 2008. Load Rate Effects on High Strain Tests in High Plasticity Soils. Proceedings of the Eighth International Conference on the Application of Stress Wave Theory to Piles 2008: Lisbon, Portugal; 131-134.
•  Morgano, C.M., White, B., Allin, R., September, 2008. Dynamic Testing in Sensitive & difficult Soil Conditions. Proceedings of the Eighth International Conference on the Application of Stress Wave Theory to Piles 2008: Lisbon, Portugal; 135-138.
•  Teferra, W., Saavedra, M., Echaniz, P., September, 2008. Use of CAPWAP for Uplift Resistance Evaluation of Wind Energy Tower Piles. Proceedings of the Eighth International Conference on the Application of Stress Wave Theory to Piles 2008: Lisbon, Portugal; 189-196.
•  Hussein, M.H., Bullock, P.J., Rausche, F., McGillivray, R., September, 2008. Large-scale Dynamic High-Strain Load Testing of a Bridge Pier Foundations. Proceedings of the Eighth International Conference on the Application of Stress Wave Theory to Piles 2008: Lisbon, Portugal; 371-377.
•  Beim, J.W., Hussein, F., September, 2008. A Simplified Method for Predicting the Load-Settlement Curve Basted on Force-Velocity Data. Proceedings of the Eighth International Conference on the Application of Stress Wave Theory to Piles 2008: Lisbon, Portugal; 379-384.
•  Rausche, F., Likins, G. E., Miyasaka, T., Bullock, P.J., September, 2008. The Effect of Ram Mass on Pile Stresses and Pile Penetration. Proceedings of the Eighth International Conference on the Application of Stress Wave Theory to Piles 2008: Lisbon, Portugal; 389-394.
•  Likins, G. E., Piscsalko, G., Roppel, S., Rausche, F., September, 2008. PDA Testing: 2008 State of the Art. Proceedings of the Eighth International Conference on the Application of Stress Wave Theory to Piles 2008: Lisbon, Portugal; 395-402.
•  Likins, G. E., Rausche, F., September, 2008. What Constitutes a Good PDA Test?. Proceedings of the Eighth International Conference on the Application of Stress Wave Theory to Piles 2008: Lisbon, Portugal; 403-407.
•  Liang, L., Beim, J.W., September, 2008. Effect of Soil Resistance on the Low Strain Mobility Response of Piles Using Impulse Transient Response Method. Proceedings of the Eighth International Conference on the Application of Stress Wave Theory to Piles 2008: Lisbon, Portugal; 435-441.
•  White, B., Nagy, M., Allin, R., September, 2008. Comparing Cross-Hole Sonic Logging and Low-Strain Integrity Testing Results. Proceedings of the Eighth International Conference on the Application of Stress Wave Theory to Piles 2008: Lisbon, Portugal; 471-476.
•  Miyasaka, T., Kuwabara, F., Likins, G. E., Rausche, F., September, 2008. Rapid Load Test on High Bearing Capacity Piles. Proceedings of the Eighth International Conference on the Application of Stress Wave Theory to Piles 2008: Lisbon, Portugal; 501-506.
•  Webster, S., Givet, R., Griffith, A., September, 2008. Offshore Pile Acceptance Using Dynamic Pile Monitoring. Proceedings of the Eighth International Conference on the Application of Stress Wave Theory to Piles 2008: Lisbon, Portugal; 655-661.
•  Bullock, P.J., February, 2008. The Easy Button for Driven Pile Setup: Dynamic Testing. From Research to Practice in Geotechnical Engineering, Geotechnical Publication No.180, Laier, J. E., Crapps, D. K., and Hussein, M. H., Eds, American Society of Civil Engineers: Reston, Virginia; 471-488.
•  Rausche, F., Likins, G. E., Hussein, M.H., February, 2008. Analysis of Post-Installation Dynamic Load Test Data for Capacity Evaluation of Deep Foundations. From Research to Practice in Geotechnical Engineering, Geotechnical Publication No.180, Laier, J. E., Crapps, D. K., and Hussein, M. H., Eds, American Society of Civil Engineers: Reston, Virginia; 312-330.
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2007:
•  Nykamp, M., November, 2007. Geotechnical Challenges of Pile Driving in a Marginally Stable Slope, Terminal 46 Apron Upgrade, Port of Seattle, WA. Deep Foundations Magazine, Fall 2007; 49-52. posted with permission from the Deep Foundations Institute
•  Hussein, F., April, 2007. Freeze-Thaw Durability and Nondestructive Testing (NDT) of Pervious Concrete (PC). Nasa / Ohio Space Grant Consortuim 2006-2007 Annual Student Research Symposium Proceedings XV: Cleveland, Ohio; 113-114.
•  Rausche, F., Klesney, A., March, 2007. Hammer Types, Efficiencies and Models in GRLWEAP. PDCA 11th Annual International Conference and Exposition: Nashville, TN; 97-118.
•  Rausche, F., Klingmüller, O., February, 2007. Zur Beziehung zwischen Bärmasse, Futtersteifigkeit, Dynamischen Spannungen und Pfahleindringung. Mitteilung des Instituts Für Grundbau and Bodenmechanik Technische Universität Braunschweig: Braunschweig, Deutschland; 281-294. (in German)
•  Rausche, F., Webster, S., February, 2007. Behavior of Cylinder Piles During Pile Installation. Geotechnical Special Publication No. 158 Contemporary Issues in Deep Foundations; Proceedings from Geo-Denver 2007 New Peaks in Geotechnics: Denver, CO. (CD-ROM)
•  Likins, G. E., Rausche, F., Webster, K., Klesney, A., February, 2007. Defect Analysis for CSL Testing. Geotechnical Special Publication No. 158 Contemporary Issues in Deep Foundations; Proceedings from Geo-Denver 2007 New Peaks in Geotechnics: Denver, CO. (CD-ROM)
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2006:
•  Valinho, R.F., Cunha, R.P., Maia, P.C.A., Alves, F., November, 2006. Avaliação da Integridade de estacas cravadas assentes em argila mole da cidade de Campos dos Goytacazes. II Geojovem: Nova Friburgo. (CD-ROM) (in Portuguese)
•  Rausche, F., Morgano, M., Hannigan, P., Bixler, M., Beim, J.W., October, 2006. Experiences With Heavy Drop Hammer Testing of Rock-Socketed Shafts. Deep Foundations Institute 31st Annual Conference on Deep Foundations: Washington, DC; 133-140.
•  Beim, J.W., Costa, Y., Ferreira, A. C., August, 2006. Ensaio de Integridade em Estacas Contendo Multiplos Bulbos Utilizadas na Cidade de Maceio. XIII Congresso Brasileiro de Mecanica dos Solos e Engenharia Geotecnica: Brasil; 1203-1206. (in Portuguese)
•  Pristov, E., Dalton, W., Piscsalko, G., Likins, G. E., August, 2006. Comparison of Impact-Echo with Broadband Input to Determine Concrete Thickness. NDE Conference on Civil Engineering: St. Louis, MO; 254-261.
•  Rausche, F., Pezzetti, G., Jannacci, C., Klesney, A., May, 2006. Dynamic Analysis of Follower Driven Piles for the Venice Flood Gate Project. Tenth International Conference on Piling and Deep Foundations: Amsterdam, the Netherlands; 763-772.
•  Alvarez, C., May, 2006. Extensive Test Pile and Production Pile Programs at the UC Davis Medical Center. The Deep Foundations Institute's Speciality Seminar: Augered Cast-In-Place Piles: Los Angeles, CA; 65-71.
•  Hussein, M.H., Woerner, W. A., Sharp, M., Hwang, C., February, 2006. Pile Driveability and Bearing Capacity in High-Rebound Soils. ASCE GEO Congress: Atlanta, Georgia. (CD-ROM)
•  Alvarez, C., Zuckerman, B., Lemke, J., February, 2006. Dynamic Pile Analysis Using CAPWAP and Multiple Sensors. ASCE GEO Congress: Atlanta, Georgia. (CD-ROM)
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2005:
•  Rausche, F., See, H., Robinson, B., Kurtz, M., Attiogbe, E., November, 2005. Quality Assurance for Drilled Shafts Using Self-Consolidating Concrete. GEO3 Construction Quality Assurance/Quality Control Technical Conference: Dallas/Ft. Worth, TX; 425-436.
•  Farouz, E., Landers, P., Webster, S., November, 2005. Case History: Foundation Evaluation for the Virginia Highway 288 Project. GEO3 Construction Quality Assurance/Quality Control Technical Conference: Dallas/Ft. Worth, TX; 49-60.
•  Beim, J.W., Debas, L.F., Kormann, A.C.M., Martinati, L.R., Neto, L.A., November, 2005. Tomography: A New Technology for Quality Control of Deep Foundations. GEO3 Construction Quality Assurance/Quality Control Technical Conference: Dallas/Ft. Worth, TX; 323-328.
•  Robinson, B., See, H., Kurtz, M., Attiogbe, E., Mack, E., October, 2005. Evaluation of SCC for Drilled Shaft Applications. Proceedings of SCC 2005, Center for Advanced Cement-Based Materials: Northwestern University. (CD-ROM)
•  Hussein, M.H., Likins, G. E., March, 2005. Deep Foundations Quality Control and Assurance Testing Methods. Florida Engineering Society Journal; 10-13.
•  Bullock, P.J., Schmertmann, J. H., McVay, M. C., Townsend, F., March, 2005. Side Shear Setup. I: Test Piles Driven in Florida. ASCE Journal of Geotechnical Engineering, Vol. 131, No. 3: Reston, VA; 292-300.
•  Bullock, P.J., Schmertmann, J. H., McVay, M. C., Townsend, F., March, 2005. Side Shear Setup. II: Results From Florida Test Piles. ASCE Journal of Geotechnical Engineering, Vol. 131, No. 3: Reston, VA; 301-310.
•  Rausche, F., Klingmüller, O., February, 2005. Rammbarkeitsuntersuchung für Offshore-Monopiles von Windenergieanlagen. Mitteilung des Instituts Für Grundbau and Bodenmechanik Technische Universität Braunschweig: Braunschweig, Deutschland; 177-194. (in German)
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2004:
•  Likins, G. E., August, 2004. Pile Testing – Selection and Economy of Safety Factors. Current Practices and Future Trends in Deep Foundations, Geotechnical Special Publication No. 125, DiMaggio, J. A., and Hussein, M. H., Eds, American Society of Civil Engineers: Reston, VA; 239-252.
•  Likins, G. E., Piscsalko, G., Rausche, F., Hussein, M.H., August, 2004. Monitoring Quality Assurance for Deep Foundations. Current Practices and Future Trends in Deep Foundations, Geotechnical Special Publication No. 125, DiMaggio, J. A., and Hussein, M. H., Eds, American Society of Civil Engineers: Reston, VA; 222-238.
•  Hussein, M.H., Goble, G. G., August, 2004. A Brief History of the Application of STRESS-WAVE Theory to Piles. Current Practices and Future Trends in Deep Foundations, Geotechnical Special Publication No. 125, DiMaggio, J. A., and Hussein, M. H., Eds, American Society of Civil Engineers: Reston, VA; 186-201.
•  Rausche, F., Robinson, B., Likins, G. E., August, 2004. On the Prediction of Long Term Pile Capacity From End-of-Driving Information. Current Practices and Future Trends in Deep Foundations, Geotechnical Special Publication No. 125, DiMaggio, J. A., and Hussein, M. H., Eds, American Society of Civil Engineers: Reston, VA; 77-95.
•  Morgano, C.M., White, B., August, 2004. Identifying Soil Relaxation from Dynamic Testing. Proceedings of the Seventh International Conference on the Application of Stresswave Theory to Piles 2004: Petaling Jaya, Selangor, Malaysia; 415-421.
•  Likins, G. E., Rausche, F., August, 2004. Correlation of CAPWAP with Static Load Tests. Proceedings of the Seventh International Conference on the Application of Stresswave Theory to Piles 2004: Petaling Jaya, Selangor, Malaysia; 153-165.
•  Likins, G. E., Webster, O., Saavedra, M., August, 2004. Evaluations of Defects and Tomography for CSL. Proceedings of the Seventh International Conference on the Application of Stresswave Theory to Piles 2004: Petaling Jaya, Selangor, Malaysia; 381-386.
•  Rausche, F., Liang, L., Allin, R., Rancman, D., August, 2004. Applications and Correlations of the Wave Equation Analysis Program GRLWEAP. Proceedings of the Seventh International Conference on the Application of Stresswave Theory to Piles 2004: Petaling Jaya, Selangor, Malaysia; 107-123.
•  Piscsalko, G., White, B., August, 2004. Inspection and Quality Control of Augercast Piles. Proceedings of the Seventh International Conference on the Application of Stresswave Theory to Piles 2004: Petaling Jaya, Selangor, Malaysia; 493-498.
•  Teferra, W., Basford, J., Rausche, F., August, 2004. Large Drop Hammer Testing of Driven Piles in Delaware. Proceedings of the Seventh International Conference on the Application of Stresswave Theory to Piles 2004: Petaling Jaya, Selangor, Malaysia; 423-428.
•  Hussein, M.H., Bixler, M., Mondello, B., August, 2004. Dynamic Pile Test Records With Unusual Characteristcs. Proceedings of the Seventh International Conference on the Application of Stresswave Theory to Piles 2004: Petaling Jaya, Selangor, Malaysia; 461-466.
•  Hussein, M.H., Mondello, B., Alvarez, C., July, 2004. Simulated Pile Load-Movement Incorporating Anticipated Soil Set-up. Geotechnical Special Publication No. 94, Proceedings of Geo-Institute's Geo-Trans 2004 Conference: Los Angeles, CA; 1153-1160.
•  Gomez, J., Cadden, A., Webster, O., April, 2004. Micropile Foundations in Karst: Static and Dynamic Testing Variability. Proceedings of the Fifth International Conference on Case Histories in Geotechnical Engineering: New York, NY. (CD-ROM)
•  Rausche, F., April, 2004. Non-Destructive Evaluation Of Deep Foundations. Proceedings of the Fifth International Conference on Case Histories in Geotechnical Engineering: New York, NY. (CD-ROM)
•  Farouz, E., Landers, P., Webster, S., April, 2004. Case History: Foundation Evaluation for the Virginia Highway 288 Project. Proceedings of the Fifth International Conference on Case Histories in Geotechnical Engineering: New York, NY. (CD-ROM)
•  Massoudi, N., Teferra, W., April, 2004. Non-Destructive Testing of Piles Using the Low Strain Integrity Method. Proceedings of the Fifth International Conference on Case Histories in Geotechnical Engineering: New York, NY. (CD-ROM)
•  Piscsalko, G., Likins, G. E., January, 2004. Automated Inspection Control of Augercast Piles. Proceedings from the Michael Wayne O'Neill Auger Cast-in-Place Pile Sessions: Recent Experiences & Advancements in the U.S. and Abroad on the Use of Auger Cast-in-Places Piles, 83rd Annual Transportation Research Board Meeting: Washington. (CD-ROM)
•  Rausche, F., Robinson, B., Likins, G. E., January, 2004. Economy, Benefits and Limitations of NDT for Augered-Cast-in-Place-Piles. Proceedings from the Michael Wayne O'Neill Auger Cast-in-Place Pile Sessions: Recent Experiences & Advancements in the U.S. and Abroad on the Use of Auger Cast-in-Places Piles, 83rd Annual Transportation Research Board Meeting: Washington. (CD-ROM)
•  Likins, G. E., Piscsalko, G., Rausche, F., Hussein, M.H., January, 2004. Real-Time Monitoring Solutions for Deep Foundation Testing. 83rd Annual Transportation Research Board Meeting: Washington, D.C. (CD-ROM)
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2003:
•  Komurka, V.E., December, 2003. Incorporating Set-Up into Driven Pile Design and Installation. Piledriver, Vol 4, No. 1, Winter 2003; 13-20. Posted with permission from Piledriver Magazine
•  Kuhns, G., Hussein, M.H., Gray, K., October, 2003. Deep Foundations in the Challenging Geology of Central Florida. Proceedings of the 28th Annual Conference on Deep Foundations: Miami Beach, FL; 33-43.
•  Lee, M.J., Cody, W.K., September, 2003. Design of High Capacity Piles Including Setup and Soil Tightening - A Case History. PDCA Fourth Annual Design & Installation of Cost-Efficient Driven Piles Conference: Chicago, IL; 70-78.
•  Komurka, V.E., Wagner, A. B., Edil, T. B., September, 2003. Wisconsin Highway Research Program #0092-00-14; Estimating Soil/Pile Set-Up. Wisconsin Highway Research Program: Madison, Wisconsin.
•  Hussein, M.H., Bixler, M., Rausche, F., June, 2003. Pile Driving Resistance and Load Bearing Capacity; Resistencia Al Hincado y Capacidad Portante en Pilotes. 12th Panamerican Conference on Soil Mechanics and Geotechnical Engineering: Cambridge, MA; 1817-1823.
•  Likins, G. E., April, 2003. Safety Factors for Pile Testing. Piledriver, Vol.4, No. 2, Spring 2003: Boulder, CO; 34-43.
•  Rausche, F., Robinson, B., Klingmüller, O., February, 2003. Wirkungsvoller Einsatz Moderner Testmethoden Zur Sicherung Der Pfahlqualität. Mitteilung des Instituts Für Grundbau and Bodenmechanik Technische Universität Braunschweig: Braunschweig, Deutschland; 175-190. (in German)
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2002:
•  Frazier, J., Likins, G. E., Rausche, F., Goble, G. G., October, 2002. Improved Pile Economics: High Design Stresses and Remote Pile Testing. Deep Foundations Institute, 27th Annual Conference on Deep Foundations: San Diego, CA. (CD-ROM)
•  Rausche, F., September, 2002. Modeling of Vibratory Pile Driving. Proceedings of the International Conference on Vibratory Pile Driving and Deep Soil Compaction: Louvain-La Neuve, Belgium.
•  Hussein, M.H., Sharp, M., Knight, W.F., February, 2002. The Use of Superposition for Evaluating Pile Capacity. Deep Foundations 2002, An International Perspective on Theory, Design, Construction, and Performance, Geotechnical Special Publication No. 116, O'Neill M. W., and Townsend, F. C. Eds., American Society of Civil Engineers: Orlando, FL; 6-21.
•  Robinson, B., Rausche, F., Likins, G. E., Ealy, C., February, 2002. Dynamic Load Testing of Drilled Shafts at National Geotechnical Experimentation Sites. Deep Foundations 2002, An International Perspective on Theory, Design, Construction, and Performance, Geotechnical Special Publication No. 116, O'Neill M. W., and Townsend, F. C. Eds., American Society of Civil Engineers: Orlando, FL. (CD-ROM)
•  Likins, G. E., Rausche, F., Piscsalko, G., February, 2002. Alternate Verification Methods For Augercast Piles. Deep Foundations 2002, An International Perspective on Theory, Design, Construction, and Performance, Geotechnical Special Publication No. 116, O'Neill M. W., and Townsend, F. C. Eds., American Society of Civil Engineers: Orlando, FL; 1054-1063.
•  Bell, K.R., Davie, J.R., Clemente, J.L., Likins, G. E., February, 2002. Proven Success For Driven Pile Foundations. Deep Foundations 2002, An International Perspective on Theory, Design, Construction, and Performance, Geotechnical Special Publication No. 116, O'Neill M. W., and Townsend, F. C. Eds., American Society of Civil Engineers: Orlando, FL. (CD-ROM)
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2001:
•  Fellenius, B. H., December, 2001. What Capacity Value to Choose from the Results of a Static Loading Test. Fulcrum, Deep Foundations Institute, Winter 2001: NJ; 19-22.
•  Fellenius, B. H., September, 2001. We Have Determined the Capacity, Then What?. Fulcrum, Deep Foundations Institute, Fall 2001: NJ; 23-26.
•  Likins, G. E., March, 2001. The Economics of Pile Testing. PDA User's Day: Orlando, FL.
•  Rausche, F., Robinson, B., Klingmüller, O., February, 2001. Vereinfachte Dynamische Probebelastungen Von Bohrpfählen. Mitteilung des Instituts Für Grundbau and Bodenmechanik Technische Universität Braunschweig: Braunschweig, Deutschland; 281-296. (in German)
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2000:
•  Goble, G. G., Hussein, M.H., September, 2000. Potential for HPC in Driven Pile Foundations. Proceedings of the PCI/FHWA/FIB International Symposium on High Performance Concrete: Orlando, FL; 608-615.
•  Likins, G. E., Rausche, F., Goble, G. G., September, 2000. High Strain Dynamic Pile Testing, Equipment, and Practice. Proceedings of the Sixth International Conference on the Application of Stress-wave Theory to Piles 2000: São Paulo, Brazil; 327-333.
•  Rausche, F., Robinson, B., Liang, L., September, 2000. Automatic Signal Matching with CAPWAP. Proceedings of the Sixth International Conference on the Application of Stress-wave Theory to Piles 2000: São Paulo, Brazil; 53-58.
•  Rausche, F., Robinson, B., Seidel, J., September, 2000. Combining Static Pile Design and Dynamic Installation Analysis in GRLWEAP. Proceedings of the Sixth International Conference on the Application of Stress-wave Theory to Piles 2000: São Paulo, Brazil; 59-64.
•  Likins, G. E., Rausche, F., September, 2000. Recent Advances and Proper Use of PDI Low Strain Pile Integrity Testing. Proceedings of the Sixth International Conference on the Application of Stress-wave Theory to Piles 2000: São Paulo, Brazil; 211-218.
•  Rausche, F., September, 2000. Pile Driving Equipment: Capabilities and Properties. Proceedings of the Sixth International Conference on the Application of Stress-wave Theory to Piles 2000: São Paulo, Brazil; 75-89.
•  Likins, G. E., Piscsalko, G., Rausche, F., Morgano, C.M., September, 2000. Detection and Prevention of Anomalies for Augercast Piling. Proceedings of the Sixth International Conference on the Application of Stress-wave Theory to Piles 2000: São Paulo, Brazil; 205-209.
•  Cannon, J.G., September, 2000. The Application of High Strain Dynamic Pile Testing to Screwed Steel Piles. in: J. Beim & S. Niyama (Eds), Application of Stress-wave Theory to Piles: Quality Assurance on Land and Offshore Piling: © Taylor & Francis 2000. Used with permission; 393-398.
•  Likins, G. E., Beim, G, Morgano, C.M., Piscsalko, G., Goble, G. G., August, 2000. Construction Control for Augercast Piling. Geo-Denver 2000, American Society of Civil Engineers: Denver, CO; 447-457.
•  Likins, G. E., Rausche, F., May, 2000. Dynamic Load Testing of Augered Cast-In-Place Piles. The Deep Foundations Institute's Augered Cast-In-Place Piles Committee Specialty Seminar: St. Louis, MO; 115-122.
•  Goble, G. G., Hussein, M.H., April, 2000. Deep Foundation Capacity - What Is It?. Geotechnical Special Publication No. 94, Proceedings of Sessions of ASCE Specialty Conference on Performance Confirmation of Constructed Geotechnical Facilities: Amherst, MA; 113-123.
•  Rausche, F., Goble, G. G., April, 2000. Wave Mechanics and the Wave Equation. The Design and Installation of Higher Capacity Driven Piles; Pile Driving Contractors Association: Annapolis, MD.
•  Hussein, M.H., Goble, G. G., February, 2000. Structural Failure of Pile Foundations During Installation. ASCE Construction Congress VI: Orlando, FL; 799-807.
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1999:
•  Likins, G. E., Rausche, F., Morgano, C.M., October, 1999. Automated Installation Monitoring for Augercast and Driven Piles. Deep Foundations Institute, 24th Annual Members Conference: Dearborn, MI; 197-208.
•  Rausche, F., Beim, J.W., Beim, G, Morgano, C.M., August, 1999. Custom Tailoring Quality Assurance for Augercast Piles. XI Panamerican Conference on Soil Mechanics and Geotechnical Engineering: Foz do Iguassu, Brazil; 1465-1470.
•  Rausche, F., Gravare, C.J., February, 1999. Dynamische Pfahlprüfungen im Dritten Jahrtausend. Mitteilung des Instituts Für Grundbau and Bodenmechanik Technische Universität Braunschweig: Braunschweig, Deutschland; 207-218. (in German)
•  Rausche, F., Hussein, M.H., February, 1999. Pile Driving in Calcareous Sediments. Proceedings of the Second International Conference on Engineering for Calcareous Sediments: Bahrain; 345-359.
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1998:
•  Likins, G. E., Piscsalko, G., Cole, C., November, 1998. Pile Installation Recorder Tests for ACIP/CFA Piles. The Deep Foundations Institute's Speciality Seminar: Augered Cast-In-Place Piles: Huston, TX; 69-91.
•  Beim, J.W., Gravare, C.J., Klingmüller, O., De-Qing, L., Rausche, F., January, 1998. Standardization and Codification of Dynamic Pile Testing - A Worldwide Review. Seventh International Conference & Exhibition on Piling and Deep Foundations: Vienna, Austria; 1-8.
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1997:
•  Abou-matar, H., Goble, G. G., October, 1997. SPT Dynamic Analysis and Measurements. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, October 1997: Reston, VA; 921-926.
•  Rausche, F., August, 1997. An Example Using a Variety of Capacity Determination Methods. PDA User's Day: Cleveland, OH.
•  Rausche, F., August, 1997. Hammer Design for Drilled Shaft Testing; Two Case Studies. PDA User's Day: Cleveland, OH; 1-13.
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1996:
•  Teferra, W., Thendean, G., Likins, G. E., September, 1996. Driving Stress Control During the Installation of Precast Prestressed Cylindrical Concrete Piles. Proceedings of the Fifth International Conference on the Application of Stress-wave Theory to Piles 1996: Orlando, FL; 903-911.
•  Stacy, S.T., Karpinski, J., Likins, G. E., September, 1996. Dynamic Testing in Pile Driving Test Programs and Production. Proceedings of the Fifth International Conference on the Application of Stress-wave Theory to Piles 1996: Orlando, FL; 587-594.
•  Goble, G. G., Likins, G. E., September, 1996. On the Application of PDA Dynamic Pile Testing. Proceedings of the Fifth International Conference on the Application of Stress-wave Theory to Piles 1996: Orlando, FL; 263-273.
•  Webster, S., Teferra, W., September, 1996. Pile Damage Assessments Using the Pile Driving Analyzer. Proceedings of the Fifth International Conference on the Application of Stress-wave Theory to Piles 1996: Orlando, FL; 980-990.
•  Harner, N., Likins, G. E., September, 1996. Underwater Dynamic Testing Experience. Proceedings of the Fifth International Conference on the Application of Stress-wave Theory to Piles 1996: Orlando, FL; 12-17.
•  Hussein, M.H., Likins, G. E., Rausche, F., September, 1996. Selection of a Hammer for High-Strain Dynamic Testing of Cast-in-Place Shafts. Proceedings of the Fifth International Conference on the Application of Stress-wave Theory to Piles 1996: Orlando, FL; 759-772.
•  Likins, G. E., Rausche, F., Thendean, G., Svinkin, M., September, 1996. CAPWAP Correlation Studies. Proceedings of the Fifth International Conference on the Application of Stress-wave Theory to Piles 1996: Orlando, FL; 447-464.
•  Rausche, F., Richardson, B., Likins, G. E., September, 1996. Multiple Blow CAPWAP Analysis of Pile Dynamic Records. Proceedings of the Fifth International Conference on the Application of Stress-wave Theory to Piles 1996: Orlando, FL; 435-446.
•  Thendean, G., Rausche, F., Svinkin, M., Likins, G. E., September, 1996. Wave Equation Correlation Studies. Proceedings of the Fifth International Conference on the Application of Stress-wave Theory to Piles 1996: Orlando, FL; 144-162.
•  Morgano, C.M., September, 1996. Determining Embedment Depths of Deep Foundations Using Non-Destructive Methods. Proceedings of the Fifth International Conference on the Application of Stress-wave Theory to Piles 1996: Orlando, FL; 734-747.
•  Abe, S., Thendean, G., September, 1996. Hammer Performance Evaluations. Proceedings of the Fifth International Conference on the Application of Stress-wave Theory to Piles 1996: Orlando, FL; 912-926.
•  Johnson, M., Rausche, F., September, 1996. Low Strain Testing of Piles Utilizing Two Acceleration Signals. Proceedings of the Fifth International Conference on the Application of Stress-wave Theory to Piles 1996: Orlando, FL; 859-869.
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1995:
•  Hussein, M.H., Likins, G. E., October, 1995. High-Strain Dynamic Testing of Drilled and Cast-In-Place Piles. Deep Foundations Institute 20th Annual Members Conference and Meeting: Charleston, SC; 127-142.
•  Hussein, M.H., Likins, G. E., May, 1995. Dynamic Testing of Pile Foundations During Construction. Proceedings of Structures Congress XIII: Boston, MA; 1349-1364.
•  Hussein, M.H., Goble, G. G., March, 1995. Capacity Evaluation Methods of Deep Foundations - Critical Review. 31st Symposium on Engineering Geology and Geotechnical Engineering: Utah State University, UT.
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1994:
•  Hussein, M.H., Camp, W., December, 1994. Dynamic and Static Tests on Driven and Cast-in-Place Piles. International Conference on Design and Construction of Deep Foundations, FHWA: Orlando, FL; 1103-1117.
•  Likins, G. E., Rausche, F., Peterman, D., December, 1994. Hardware Solutions for Quality Control of Deep Foundations - Overview. International Conference on Design and Construction of Deep Foundations, Volume II, Sessions 1 through 4; 656-669.
•  Rausche, F., Hussein, M.H., Likins, G. E., Thendean, G., June, 1994. Static Pile Load-Movement From Dynamic Measurements. Proceedings of Settlement '94; Vertical and Horizontal Deformations of Foundations and Embankments: College Station, TX; 291-902.
•  Hussein, M.H., Wright, W., Edge, B., May, 1994. Low Strain Dynamic Testing of Wood Piles Supporting an Existing Pier. Proceedings of Structures Congress XII: Atlanta, GA; 940-945.
•  Goble, G. G., Hussein, M.H., January, 1994. Dynamic Pile Testing in Practice. Thirteenth International Conference on Soil Mechanics and Foundation Engineering: New Delhi; 713-716.
•  Rausche, F., Likins, G. E., Hussein, M.H., January, 1994. Formalized Procedure for Quality Assessment of Cast-In-Place Shafts Using Sonic Pulse Echo Methods. Transportation Research Record No. 1447; Design and Construction of Auger Cast Piles and Other Foundation Issues: Washington, D.C.; 30-38.
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1993:
•  Hussein, M.H., Sheahan, J.M., June, 1993. Uplift Capacity of Driven Piles from Static Loading Tests. Third International Conference on Case Histories in Geotechnical Engineering: St. Louis, MO; 1-11.
•  Hussein, M.H., Likins, G. E., Hannigan, P., May, 1993. Pile Evaluation by Dynamic Testing During Restrike. 11th Southeast Asia Geotechnical Conference: Singapore; 535-539.
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1992:
•  Hussein, M.H., Likins, G. E., Goble, G. G., October, 1992. Determination of Pile Lengths Under Existing Structures. Proceedings of the 17th Annual Members' Conference; Deep Foundations Institute: New Orleans, LA; 195-206.
•  Goble, G. G., Abou-matar, H., September, 1992. Determination of wave equation soil constants from the standard penetration test. Proceedings of the Fourth International Conference on the Application of Stress-Wave Theory to Piles: The Netherlands; 99-103.
•  Morgano, C.M., Liang, R., September, 1992. Energy transfer in SPT - Rod length effect. Proceedings of the Fourth International Conference on the Application of Stress-Wave Theory to Piles: The Netherlands; 121-127.
•  Likins, G. E., Rausche, F., Morrison, M., Raines, R., September, 1992. Evaluation of measurements for vibratory hammers. Proceedings of the Fourth International Conference on the Application of Stress-Wave Theory to Piles: The Netherlands; 433-436.
•  Rausche, F., Goble, G. G., Likins, G. E., September, 1992. Investigation of Dynamic Soil Resistance on Piles Using GRLWEAP. Proceedings of the Fourth International Conference on the Application of Stress-Wave Theory to Piles: The Netherlands; 137-142.
•  Rausche, F., Likins, G. E., Ren-Kung, S., September, 1992. Pile integrity testing and analysis. Proceedings of the Fourth International Conference on the Application of Stress-Wave Theory to Piles: The Netherlands; 613-617.
•  Likins, G. E., Rausche, F., DiMaggio, J., Teferra, W., September, 1992. A solution for high damping constants in sands. Proceedings of the Fourth International Conference on the Application of Stress-Wave Theory to Piles: The Netherlands; 117-120.
•  Goble, G. G., Berger, J. A., July, 1992. Reliability-Based Specification for Driven Piles. ASCE Specialty Conference on Probabilistic Mechanics and Structural and Geotechnical Reliability.
•  Fellenius, B. H., March, 1992. But, Surely, Dynamic Measurements are Only for Special Projects, Eh?. Geotechnical News Magazine, Vol. 10, No. 1: Richmond, BC, Canada; 64-65.
•  Hussein, M.H., Townsend, F., Rausche, F., Likins, G. E., January, 1992. Dynamic Testing of Drilled Shafts. Transportation Research Record No. 1336; Foundation Engineering: Seismic Design, Drilled Shafts, and Other Issues: Washington, D.C.; 65-69.
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1991:
•  Rausche, F., August, 1991. The 1991 CAPWAP Program, Recommended CAPWAP Matching Procedure, Remedies Against Fault Capacity Predictions. PDA Users Day: Cleveland, OH; 1-15.
•  Likins, G. E., Rausche, F., August, 1991. A Vibratory Pile Test. PDA Users Day: Cleveland, OH.
•  Hussein, M.H., Rausche, F., August, 1991. Bearing Capacity of Deep Foundations from Dynamic Measurements and Static Tests - Ten Correlation Cases. Piletalk International 1991: K. Lumpur, Malaysia; 49-53.
•  Hussein, M.H., Rausche, F., March, 1991. Determination of Driving Induced Pile Damage. Fondations Profondes: Paris, France; 455-462.
•  Camp, W., Hussein, M.H., January, 1991. Pile Integrity Testing to Determine Storm-Induced Damage. Transportation Research Record No. 1331; Integrity Testing of Foundations: Washington, D.C.; 45-49.
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1990:
•  Likins, G. E., Rausche, F., Hussein, M.H., December, 1990. Introduction to the Dynamics of Pile Testing. Geotechnical News Magazine, Vol. 8, No. 4: Richmond, BC, Canada; 21-24.
•  Hussein, M.H., Rausche, F., December, 1990. Pile Design & Construction Control by Dynamic Methods, A Case History. Geotechnical News Magazine, Vol. 8, No. 4: Richmond, BC, Canada; 24-26.
•  Abe, S., Likins, G. E., Morgano, C.M., December, 1990. Three Case Studies on Static and Dynamic Testing of Piles. Geotechnical News Magazine, Vol. 8, No. 4: Richmond, BC, Canada; 26-28.
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1989:
•  Hussein, M.H., Beim, G, Beim, J.W., August, 1989. Dynamic Evaluation Techniques for Offshore Pile Foundations. Proceedings of the 7th International Symposium on Offshore Engineering: Rio de Janeiro, Brazil; 287-302.
•  Fellenius, B. H., Riker, R., O'Brien, A., Tracy, G., July, 1989. Dynamic & Static Testing in Soil Exhibiting Set-Up. The Journal of Geotechnical Engineering, Vol.115, No.7 July 1989: Reston, VA; 984-1001.
•  Morgano, C.M., June, 1989. Capabilities of Pile Integrity Testing. PDA User's Day: Cleveland, OH.
•  Preim, M.J., March, R., Hussein, M.H., May, 1989. Bearing Capacity of Piles in Soils with Time Dependent Characteristics. Proceedings of the International Conference on Piling and Deep Foundations: London, England; 363-370.
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1988:
•  Rausche, F., Likins, G. E., Hussein, M.H., May, 1988. Pile Integrity By Low And High Strain Impacts. Third International Conference on the Application of Stress-Wave Theory to Piles: Ottawa, Canada; 44-55.
•  Rausche, F., Goble, G. G., Likins, G. E., May, 1988. Recent WEAP Developments. Third International Conference on the Application of Stress-Wave Theory to Piles: Ottawa, Canada; 164-173.
•  Likins, G. E., Hussein, M.H., Rausche, F., May, 1988. Design and Testing of Pile Foundations. Third International Conference on the Application of Stress-Wave Theory to Piles: Ottawa, Canada; 644-658.
•  Likins, G. E., Rausche, F., May, 1988. Hammer Inspection Tools. Third International Conference on the Application of Stress-Wave Theory to Piles: Ottawa, Canada; 659-667.
•  Thompson, C., Goble, G. G., May, 1988. High Case Damping Constants in Sand. Third International Conference on the Application of Stress-Wave Theory to Piles: Ottawa, Canada; 555-564.
•  Hussein, M.H., Rausche, F., Likins, G. E., March, 1988. Bearing Capacity of Piles and Conductors by Dynamic Analyses. Proceedings of the International Conference on Calcareous Sediments: Perth; 439-447.
•  Likins, G. E., Hussein, M.H., January, 1988. A Summary of the Pile Driving Analyzer Capacity Methods - Past and Present. PDA User's Day: Cleveland, OH.
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1987:
•  Hussein, M.H., Goble, G. G., April, 1987. Qualitative Evaluation of Force and Velocity Measurements During Pile Driving. Dynamic Response of Pile Foundations: Reston, VA; 166-183.
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1985:
•  Rausche, F., Goble, G. G., Likins, G. E., January, 1985. Dynamic Determination of Pile Capacity. ASCE Journal of Geotechnical Engineering, Vol. 111, No. 3: Reston, VA; 367-383.
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1984:
•  Goble, G. G., Hery, P., May, 1984. Influence of Residual Forces on Pile Driveability. Second International Conference on the Application of Stress Wave Theory on Piles: Stockholm, Sweden; 154-161.
•  Rausche, F., Seidel, J., May, 1984. Design and Performance of Dynamic Tests of Large Diameter Drilled Shafts. Second International Conference on the Application of Stress Wave Theory on Piles: Stockholm, Sweden; 9-16.
•  Seidel, J., Rausche, F., May, 1984. Correlation of Static and Dynamic Pile Tests on Large Diameter Drilled Shafts. Second International Conference on the Application of Stress Wave Theory on Piles: Stockholm, Sweden; 313-318.
•  Niyama, S., Martins, J.A. DE A., de Medeiros Jr., C., Likins, G. E., May, 1984. Dynamic Pile Instrumentation in a Calcareous Sand Close to PCR-2 Platform, Brazil. Second International Conference on the Application of Stress Wave Theory on Piles: Stockholm, Sweden; 306-312.
•  Likins, G. E., May, 1984. Field Measurements and the Pile Driving Analyzer. Second International Conference on the Application of Stress Wave Theory on Piles: Stockholm, Sweden; 298-305.
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1983:
•  Likins, G. E., May, 1983. Pile Installation Difficulties in Soils with Large Quakes. Dynamic Measurement of Piles and Piers, American Society of Civil Engineers, Geotechnical Engineering Division: Philadelphia, PA.
•  Rausche, F., January, 1983. CAPWAP Analysis Using the Characteristics Approach. PDA User's Day: Philadelphia, PA; 1-7.
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1982:
•  Likins, G. E., Makredes, H.S., November, 1982. Bearing Capacity of Piles From Dynamic Measurements. Seventh Southeast Asian Geotechnical Conference: Hong Kong; 375-389.
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1981:
•  Likins, G. E., March, 1981. Background of Capacity Interpretation Using Dynamic Pile Measurements. The Second Seminar on the Dynamics of Pile Driving: Boulder, CO.
•  Likins, G. E., Rausche, F., March, 1981. Case Method. The Second Seminar on the Dynamics of Pile Driving: Boulder, CO.
•  Goble, G. G., Rausche, F., March, 1981. Wave Equation Analysis of Pile Driving - WEAP Program. US Department of Transportation Federal Highway Administration Offices of Research and Development: Washington, D.C..
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1980:
•  Goble, G. G., Rausche, F., Likins, G. E., June, 1980. The analysis of pile driving - A state-of-the-art. International Seminar on the Application of Stress-Wave Theory on Piles: Stockholm, Sweden; 131-161.
•  Gravare, C.J., Goble, G. G., Rausche, F., Likins, G. E., March, 1980. Pile Driving Construction Control by the Case Method. Ground Engineering: United Kingdom.
•  Goble, G. G., Moses, F., Snyder, R., January, 1980. Pile Design and Installation Specification Based On Load-Factor Concept. Transportation Research Record 749, Transportation Research Board, National Research Council: Washington, D.C.; 42-45. Reprinted in Current Practices and Future Trends in Deep Foundations, Geotechnical Special Publication No. 125, DiMaggio, J. A., and Hussein, M. H., Eds, August, 2004. American Society of Civil Engineers: Reston, VA; 463-471.
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1979:
•  Goble, G. G., Rausche, F., May, 1979. Pile Driveability Predictions by CAPWAP. Institution of Civil Engineers. Numeric Methods in Offshore Piling: London, England; 29-36.
•  Rausche, F., Goble, G. G., January, 1979. Determination of Pile Damage by Top Measurements. American Society for Testing and Materials, 1979: Philadelphia, PA; 500-506.
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1977:
•  Goble, G. G., Likins, G. E., Teferra, W., November, 1977. Piles and Pile Driving Hammer Performance for H-Piles Driven to Bedrock. Ohio Department of Transportation and Federal Highway Administration: Cleveland, OH.
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1976:
•  Goble, G. G., Fricke, K. E., Likins, G. E., January, 1976. Driving Stresses in Concrete Piles. Prestressed Concrete Institute Journal, Vol.21, No. 1; 1-20.
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1975:
•  Goble, G. G., Likins, G. E., Rausche, F., March, 1975. Bearing Capacity of Piles from Dynamic Measurements. Ohio Department of Transportation: Cleveland, OH.
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1974:
•  Rausche, F., March, 1974. Dynamische Methoden zur Bestimmung der Tragfähigkeit von Rammpfählen. Vorträge der Baugrundtagung: Frankfurt, Deutschland; 395-409. (in German)
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1972:
•  Rausche, F., Moses, F., Goble, G. G., September, 1972. Soil Resistance Predictions From Pile Dynamics. Journal of the Soil Mechanics and Foundations Division, American Society of Civil Engineers. Reprinted in Current Practices and Future Trends in Deep Foundations, Geotechnical Special Publication No. 125, DiMaggio, J. A., and Hussein, M. H., Eds, August, 2004. American Society of Civil Engineers: Reston, VA; 418-440.
•  Goble, G. G., Kovacs, W. D., Rausche, F., June, 1972. Field Demonstration: Response of Instrumented Piles to Driving and Load Testing. Proceedings of the Specialty Conference on Performance of Earth and Earth-Supported Structures, American Society of Civil Engineers: Lafayette, IN; 3-38.
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