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The following bibliography is a short listing of papers, books and theses on both pile dynamics and vibratory pile driving. In addition to the listings of the works themselves, in some cases a description of the work is given. This can range from nothing to a brief phrase to a complete abstract. This bibliography is not "complete" in any sense of the word but does contain references to works that may not appear in others. Any corrections or additions should be brought to the webmaster's attention. ## Supplemental BibliographyIn addition to the main bibliography, we also have a Supplemental Bibliography. It is divided into three parts, mostly for speed of loading and convenience. They can be accessed as follows: The listings are unedited and not arranged in any particular order; you will need to use text searches to find entries, whether by key word or by author. Not all of the entries are entirely relevant to the wave equation as applied to piling but virtually all pertain to driven piles. You can also use the site search engine in the upper left hand corner to further search this site for what you are looking for. The Supplemental Bibliography was compiled in 1995 and will not be updated. ## Titles listed by Author.## A | B | C | D | E | F | G | H | I | J | K | L | M | N | O | P | Q | R | S | T | U | V | W | X | Y | Z## -A-ABEDZADEH, A.A. (1993)
ABELL, M.L., and BRASELTON, J.P. (1994a) ABELL, M.L., and BRASELTON, J.P. (1994b) AHMED, S. A.-W. (1989)
AKAGI, T., MIURA, K., KAWAKAMI, K., and SAEKI, E. "On the Embedded Length of Long Steel Pipe Piles with Large Diameter." Proceedings of the International Symposium on Penetrability and Drivability of Piles, International Society for Soil Mechanics and Foundation Engineering, pp. 69-72. AKAI, K., and ADACHI, T. (1987) "A Cyclic Elasto-Plastic Constitutive Model for Sand." Proceedings of the International Workshop on Constitutive Equations for Granular Non-Cohesive Soils, Cleveland, 22-24 July, pp. 101-104. AMER, M. (1992)
ANDERSON, R.D. (1970) "Foster Vibrator." Proceedings of the Conference of Design and Installatin of Pile Foundations and Cellular Structures, Lehigh University, Bethlehem, PA, pp. 241-255 AOKI, N. (1997)
AOI, M., NAKAJIMA, Y., and ASHIDA, S. (1988) "Characteristics of New Hydraulic Vibration Hammer." Research and Develoment, Kobe Steel Works. ARONOV, A.M.. and GUDAKOV, Y.S. (1977) "EVALUATING THE BEARING CAPACITY OF DRIVEN PILES IN SANDY SOILS" Soil Mechanics And Foundation Engineering, Vol. 14 No. 1, February, pp 28-30. Dnepropetrovsk, Ukraine: Dnepropetrovsk Inst of Railroad Engineering. Available from Engineering Societies Library 345 East 47th Street New York New York 10017
AYRE, R.S. (1956) "Experiments on Vibratory Cutting of Soils." Highway Research Board Proceedings, Vol. 35, pp. 714-724. AYRE, R.S., and KONDNER, R.L. (1958) "Cutting and Penetration of Soils Under Vibratory Loading: A Progress Report." Highway Research Board Proceedings, Vol. 37, pp. 506-516. ## -B-BAGROV, V.G., and GITMAN, D.M. (1990). BALTHAUS, H. (1988) "Numerical Modeling of Pile Driving Based on an Automatic CAPWAP Search Procedure." Proceedings of the Third International Conference on the Application of Stress-Wave Theory to Piles, pp. 219-230. Vancouver: Bi-Tech Publishers. BAO, G. (1991)
BARKAN, D.D. (1948) BARKAN, D.D. (1957) "Foundation Enginering and Drilling by the Vibration Method." Proceedings of the Fourth International Conference on Soil Mechanics and Foundations Engineering, Vol. II, London, pp. 3-7. BARKAN, D.D. (1959) BELOFF, W.R. (1987) "Vibratory Hammer Study Field Measurements." Report prepared by Goldberg-Zoino & Associates, Inc. for the Deep Foundations Institute. January 1987. File No. B-7946. BERINGEN F.L., HOOYDONK van W.R. and SCHAAP L.H.J. Dynamic pile testing: An aid in analyzing driving behavior. H. Bredenberg (ed.), Proceedings of the International Seminar on the Application of Stress-Wave Theory on Piles, 1980, A.A. Balkema, Rotterdam, 77-98. BERNHARD, R.K. (1956) "Static and Dynamic Soil Compaction." Highway Research Board Proceedings, Vol. 31, pp. 5563-592 BERNHARD, R.K. (1968) "Pile-Soil Interactions During Vibro-Pile-Driving," Journal of Materials, ASTM, Vol. 3 No. 1, March, pp. 178-209. BIELEFELD, M.W., and MIDDENDORP, P. (1992) "Improved Pile Driving Preduction for Impact Hammers and Vibratory Hammers, " Proceedings of the Fourth International Conference of the Application of Stress Wave Theory to Piles, pp. 395-399. BILLET, P., and SIFFERT, J.G. (1985) "Détermination Expérimentale du Frottement Latéral en Vibrofonçage." (Experimental Determination of Shaft Friction during Vibrodriving). Proceedings of the International Symposium on Penetrability and Drivability of Piles, International Society for Soil Mechanics and Foundation Engineering, pp. 89-92. BILLET, P., and SIFFERT, J.G. (1989) "Soil-Sheet Piling Interaction in Vibro-Piling." Journal of Geotechnical Engineering, Vol. 115, No. 8, August, pp. 1085-1101. BLEKHMAN, I.I. (1954) "Examining the Process of Vibratory Driving of Piles and Sheet Piles." Inzhener. Sbornik, USSR Academy of Sciences 19, pp. 55-64. BOELLE, J.-L., and MEUNIER, J. (1988) "Three-Dimensional Radiation Around a Pile Toe in Stratified Media." Proceedings of the Third International Conference on the Application of Stress-Wave Theory to Piles, pp. 467-476. Vancouver: Bi-Tech Publishers. BOGGS, E.W. (1954) "Vibrating Driver Successful for Sheetpile Cells," Civil Engineering, Vol 34, No. 4, April, pp. 58-60 BOSSARD, A. AND CORTÉ, J.-F. (1984) "Analysis of Pile Response to Impact Loading and Use of Static Soil-Pile Interaction Laws. Proceedings of the Second International Conference on the Application of Stress-Wave Theory On Piles. Rotterdam: A.A. Balkema.
BREDENBURG, H. and HOLM, G. (1985) "Evaluation of Pile Driving Criterion from CASE Measurements." Proceedings of the International Symposium on Penetrability and Drivability of Piles, San Francisco, 10 August 1985. Japanese Society of Soil Mechanics and Foundation Engineering. BRIAUD, J.-L., and TUCKER, L. (1984) "Piles in sand: a method including residual stresses." Journal of Geotechnical Engineering (ISSN:0733-9410) v 110 p 1666-80 November BRIAUD J.L. and TUCKER L.M. (1988a) Measured and predicted axial response of 98 piles. Journal of Geotechnical Engineering, ASCE, 1988, Vol. 114, No. 9, 984-1001. BRIAUD, J.-L., and TUCKER, L.M. (1988b) "Axial Response of Three Vibratory and Three Impact Driven H-Piles in Sand," Miscellaneous Paper GL-88-28, U.S. Army Corps of Engineers, Waterways Experiment Station, Vicksburg, MS. BRIAUD, J.-L., COYLE, H.M, and TUCKER, L.M. (1990) "Axial Response of Three Vibratory and Three Impact Driven H-Piles in Sand," Transportation Research Record N1277, pp 136-147. Washington: Transportation Research Board Publications Office 2101 Constitution Avenue, NW Washington D.C. 20418.
BROMS, B.B. (1966) "Design Of Laterally Loaded Piles" ASCE Journal of Soil Mechanics & Foundations Div, Volume 92, Number SM4, pp 75-76. New York: American Society of Civil Engineers. TRIS accession number: 095885.
BROMS, B.B., FELLENIUS, B., FJELKNER, G., HELLMAN, L., and REHNMAN, S.E/ (1972)
BROMS, B, FELLENIUS, B, and MASSARSCH, R (1973)
BUMP, V.L., KRAUSE, K.E., HUFT, D.L. and GNIRK, P.F. (1975)
## -C-CATOIRE, B. (1963) "Théorie Soviétique du Fonçage des Pieux," Annales des Ponts et Chaussées, Vol. 133, No. 1, January-February, pp. 63-68. CHARLIE, W.A., OSMAN, M.A., and ALI, E.M. (1984) "Construction on expansive soils in Sudan." Journal of Construction Engineering and Management (ISSN: 0733-9364) v 110 p 359-74 September CHELLIS R.D. (1961) Pile Foundations. McGraw-Hill, New York. CHOW, Y.K., and SMITH, I.M. (1984) "A numerical model for the analysis of pile drivability." Proceedings of the Second International Conference on the Application of Stress-Wave Theory On Piles. Rotterdam: A.A. Balkema.
CHUA, K.M., GARDNER, S., and LOWERY, L.L. (1987) "Wave Equation Analysis of a Vibratory Hammer-Driven Pile." Proceedings of the Nineteenth Annual Offshore Technology Conference, Dallas, TX. OTC 5396, pp. 339-345. CIVIL ENGINEERING (1961) "Sonic Pile Driver Shows Great Promise," Civil Engineering, Vol 31, No. 12, December 1961, p. 52. CONSULTANT CONTRACT MANAGEMENT BRANCH AND OFFICE OF GEOTECHNICAL ENGINEERING (1994) "Site 1 Axial Load Test Report for Caltrans Indicator Pile Test Program on the I-880 Replacement Project", Service Cont. No. 59V149, April. CORBETT, N.C. (1991)
CORTÉ, J.-F., and LEPERT, P. (1986) "Lateral Resistance During Driving and Dynamic Pile Testing." CRORY, F.E. (1975)
## -D-DANCE, D.R. and RIDER, D.J. (1987) "Resonant Pile Driving." Presented at the Twelfth Annual Meeting of the Deep Foundations Institute, Hamilton, Ontario, Canada, 14-16 October 1987. DANGLA, P., and CORTÉ, J.-F. (1988) "Impedances for Pile Toe Reaction During Driving." Proceedings of the Third International Conference on the Application of Stress-Wave Theory to Piles, pp. 186-196. Vancouver: Bi-Tech Publishers. DAVIE J.R. and BELL K.R. (1991) A pile relaxation case history. Proceedings of the International Conference "Fondations Profondes". Paris, France, 421-429. DAVIS, R.O., and PHELAN, P.J. (1988) "Tests for Errors in Numerical Calculation of Pile Stress-Waves." Proceedings of the Third International Conference on the Application of Stress-Wave Theory to Piles, pp. 377-382. Vancouver: Bi-Tech Publishers.
DAVISSON, M.T. (1965) "Estimating Resonant Frequencies for Pile Driven with the BRD," October 19, 7 p. DAVISSON, M.T. (1970) "BRD Vibratory Driving Formula." Foundation Facts, Vol. VI No. 1. DEEKS, A.J. (1992) DEEKS, A.J., and RANDOLPH, M.F. (1992) "Accuracy in Numerical Analysis of Pile Driving Dyanmics." Proceedings of the Fourth International Conference on the Application of Stress-Wave Theory to Piles, F.B.J. Barends (ed), pp.85-90. DEEKS, A.J. and RANDOLPH, M.F. (1993) "Analytical Model of Hammer Impact for Pile Driving." DEEKS, A.J., and RANDOLPH, M.F. (1994) "Axisymmetric time-domain transmitting boundaries." Journal of Engineering Mechanics (ISSN:0733-9399) v 120 p 25-42 January. DENVER H. and SKOV R. (1988) Investigation of the stress-wave method by instrumented piles. B. Fellenius (ed.), Proceedings of the Third International Conference on the Application of Stress-Wave Theory to Piles, 1988, BiTech Publisher, Ottawa, Canada, 613-625. DEWAN, S.M. (1993)
DONDELINGER, M., and SOMMERFIELD, W.J. (1989) "The World in Steel Sheet Piling." Pile Buck, First August Issue 1989, pp. 6A-23A. DOROSHKEVICH, N.M., and BOIM, U.P. "In Situ Study Of The Bearing Capacity Of Driven Piles In Expansive Soil" Asian Soil Mech & Fdn E Proc Vol 1, pp 81-83
## -E-EASTWOOD, W. (1959) "Model Investigations Concerned with Driving Piles by Vibration." Civil Engineering and Public Works Review, Vol. 50, No 584 (February), pp. 189-191. EDGE, W.R. (1971) "Bridge Foundations In Soft Rock" Inst Hwy Engineers Journal, London, U.K., VOL. 18 NO. 12, December, pp 39-42.
EL-NAGGAR, M.H., and NOVAK, M. (1994) "Non-Linear Model for Dynamic Axial Pile Response." Journal of Geotechnical Engineering, Vol. 120, No. 2, February 1994, pp. 308-329. EL-NAGGAR, M.H., and NOVAK, M. (1994) "Nonlinear Axial Interaction in Pile Dynamics." Journal of Geotechnical Engineering, Vol. 120, No. 4, April 1994, pp. 678-696. ENGINEERING NEWS-RECORD (1959) "Soviet 'Shakedown' Russian Reports Use of Vibrations to Drive Piles," Engineering News-Record, Vol. 163, No 23, June 11, p. 28 ENGINEERING NEWS-RECORD (1961) "Sonics Drive a Pile 71 Ft. While Steam Drives Another 3 In.," Engineering News-Record, Vol 167, No 19, September 13, pp. 24-16. ENGINEERING NEWS-RECORD (1962) "Vibratory Piledriver is Fast," Engineering News-Record, Vol 169, No. 11, September 13, p. 49. ENGINEERING NEWS-RECORD (1964a) "Sonic Piledriver Takes Test as Fast, Soft-Ground Tunneler," Engineering News Record, Vol 172, No. 2, January 9, pp. 16-17. ENGINEERING NEWS-RECORD (1964b) "Sonic Driver Pulls for an Economical Job," Engineering News Record, Vol 173, No. 20, November 12, pp. 99, 102. EROFEEV, L.V. (1966) EROFEEV, L.V. (1968) EROFEEV, L.V., CHENCHIKOVSKII, V.I. et. al (1969) USSR Author's Certificate 210,035, "Vibrating Hammer" Bulletin of Inventions #18. EROFEEV, L.V., BAUMAN, A.V., CHENCHIKOVSKII, V.I. et. al. (1972) USSR Author's Certificate 338,950, "Vibrating Hammer for Driving Piles, Tubes, and Similar Elements". Bulletin of Inventions, #10 EROFEEV L.V., PETRUSHKIN, L.N., SIVSTEV, A.G., MORGAILO, V.S., and DITRIKH, Yu. V. (1974) USSR Author's Certificate 249,296, "Vibrating Hammer." Bulletin of Inventions #37. EROFEEV, L.V., SMORODINOV, M.I., FEDOROV, B.S., VYAZOVIKII, V.N., and VILLUMSEN, V.V. (1985) Machines and Equipment for the Installation of Shallow and Deep Foundations. (In Russian) Second Edition, Mashinostrenie, Moscow, pp. 95-111. EROFEEV, L.V. and TROYANOVSKAYA, G.A. (1986) EROFEEV, L.V., and WARRINGTON, D.C. (1991) "Development and Improvement of Impact-Vibration Pile Driving Equipment in the USSR." Pile Buck, Jupiter, FL, First May Issue, 1991 ESPINOZA, D. (1991) "Application of Wave Propagation Theory in Pile Driving Analysis." Internal Report AAE-646. West Lafayette, IN: Purdue University, December. ## -F-FELLENIUS, B.H. (1984) "Geotechnically allowable stress for driven piles." Civil Engineering (American Society of Civil Engineers) (ISSN: 0885-7024) v 54 p 72-5 November FELLENIUS B.H., RIKER R.E., O'BRIEN A.J. and TRACY G.R. (1989) Dynamic and static testing in soil exhibiting set-up. Journal of Geotechnical Engineering, 1989, Vol. 115, No. 7, 984-1001. FIRMAGE, D.A. (1960) "Tests Of Steel Tubular Piles Driven Near Saigon River, Vietnam" Highway Research Board Bulletin, No 242, pp 28-42.
FLOYD, D., and ALDINGER, P.B. (1990) "Load Testing of Steel Sheet Piling Driven with a Vibratory Hammer," Presented at the 69th Annual Meeting of the Transportation Research Board, Washington, DC, 7-11 January 1990. FOEKEN van R.J., DANIELS B. and MIDDENDORP P. (1996) An improved method for the real time calculation of soil resistance during driving. F. Townsend, M. Hussein & M. McVay (eds.), Proceedings of the Fifth International Conference on the Application of Stress-Wave Theory to Piles, 1996, Orlando, University of Florida, 1132-1143. FOUNDATION PUBLICATIONS LIMITED (1974) "Combined Bored And Driven Piles Used At Maidstone." Ground Engineering, Vol. 7 No. 6 Nov 1974 pp 48-49.
FOX E.N. (1932) Stresses phenomena occurring in pile driving. Engineering, 1932, September, 263-265. ## -G-GANGOPADHYAY, C. R. (1972) GARDNER, S. (1987) "Analysis of Vibratory Driven Pile." Naval Civil Engineering Laboratory Technical Note N-1779, Port Hueneme, CA. GARRETT, R.E. (1988) "New Vibratory Hammer Proves Ideal for Aluminium Sheeting." Pile Buck, Jupiter, FL, Second March Issue 1988, pp. 10-14. GEFFEN, S.A. and AMIR, J.M. "Effect Of Construction Procedure On Load-carrying Behavior Of Single Piles And Piers." Fourth Asian Regional Conf Proc, Conf Paper pp 263-8
GHAHARMANI, A. (1967) "Vibratory Pile Driving Ultimate Penetration and Bearing Capacity," Ph.D. Thesis, Princeton University, Princeton, NJ. GLANVILLE, W.H., GRIME, G., FOX, E.N, AND DAVIES, W.W. (1938) "An Investigation of the Stresses in Reinforced Concrete Piles During Driving." Department Sci. Ind. Research, British Building Research Board Technical Paper No. 20. GOBLE G.G., LIKINS G.E. and RAUSCHE F. (1975) Bearing capacity of piles from dynamic measurements, Final Report, Department of Civil Engineering, Case Western Reserve University, 1975, Cleveland, Ohio. GOBLE G.G. and RAUSCHE F.(1976) Wave Program Documentation. National Information Service, Washington, D.C., 1976. GOBLE G.G., RAUSCHE F., and LIKINS G. (1980) The analysis of pile driving - A state-of-the-art. Bredenberg H. (ed.), Proceedings of the First International Conference on the Application of Stress-Wave Theory on Piles, 1980, Stockholm, A.A. Balkema, 131-161. GOBLE, G.G., and HERY, P. (1984) "Influence of residual forces on pile drivability." Proceedings of the Second International Conference on the Application of Stress-Wave Theory On Piles. Rotterdam: A.A. Balkema. GOBLE, G.G., and RAUSCHE, F. (1986) "Wave Equation Analysis of Pile Foundations, WEAP86 Program." Federal Highway Administration Report Contract DTFH61-84-C-00100. Washington: Federal Highway Administration. GOLOVACHEV, A.S. (1964) GONCHAREVICH, I.F., and FROLOV, K.V. (1981) Theory of Vibratory Technology. (In Russian; English translation available) Nauka, Moscow. GREEN MOUNTAINEEER (1963) "Guild Driver Sonically at Montpelier," Green Mountaineer, New England Telephon and Telegraph Company, October, p. 2. GRIGGS, JR., F.E. (1967) "The Pile Problem with Special Emphasis on the Vibratory Placement Technique." Doctoral Engineering Thesis, Renssalear Polytechinic Institute, Order No. 68-823, 113p. GRIGORJAN, A.A., and MAMONOV, V.M. (1969) "Determination Of The Bearing Capacity Of Friction Piles Driven In Soils Of First Degree Of Moisture Sensibility" (In Russian) Akademiai Kiado, Hungarian Academy of Sciences Acta Technica, Vol 64, No 1/2, pp. 113-122
GRL and ASSOCIATES, INC. (1997) GRLWEAP - Wave Equation Analysis of Pile Driving, Manual. Cleveland, Ohio, 1997. GRYNKEWISZ, F.M., BELOFF, W.R., and KIRK, T. (1991) "A Case Study Supporting The Need For A Rational Method For Design And Installation Of Vibratory Driven Piles." Presented at the Sixteenth Annual Members' Conference of the Deep Foundations Institute, Chicago, IL, 7-9 October 1991. GUMENSKII, B.M., and KOMAROV, N.S. (1959) ## -H-HANNIGAN, P.J. (1984) "Large Quake Development During Driving of Low Displacement Piles." Proceedings of the Second International Conference on the Application of Stress-Wave Theory On Piles. Rotterdam: A.A. Balkema. HANNIGAN P.J. (1990) Dynamic monitoring and analysis of pile foundation installations. DFI Short Course Text, 1990. HANNIGAN P.J., GOBLE G.G., THENDEAN G., LIKINS G.E. and RAUSCHE F. (1996) Design and construction of driven pile foundations. Workshop manual, Publication No. FHWA-HI-97-014, 1996. HANSEN, B., and DENVER, H. (1980) "Wave equation analysis of a pile -- An analytic model." Proceedings of the International Seminar on the Application of Stress-Wave Theory On Piles. Rotterdam: A.A. Balkema. HEJAZI, H.A. (1963) "The Influence of Forced Longitudinal Vibration on Rods Penetrating Soils," Ph.D. Thesis, Ohio State University, Columbus, OH. UMI ProQuest AAC 6401264. HEJAZI, A. (1983)
HIGHWAY RESEARCH BOARD (1960) "Soil and Foundation Engineering in the Union of Soviet Socialist Republics, " Highway Research Board, Special Report 60 pp. 16, 17, 21, 41-43, 72-79. HILL, H.T. (1966) "Frictional Resistance in Vibratory Pile Driving." Ph.D. Thesis, Princeton University, Order Number 67-5727, 127p. HILL, H.T., and SCHMID, W.E. (1967) "A Rational Dynamic Equation for Vibro-Driven Friction Piles in Sand." Proceedings of the International Symposium on Wave Propagation and Dynamic Properties of Earth Materials, 23-25 August, New Mexico, pp. 349-359. HIRSCH, T.J., CARR, L. and LOWERY, L.L., Jr. (1976) "Pile Driving Analysis - Wave Equation User's Manual, TTI Program." Federal Highway Administration Project FWHA-IP-76-13 (4 vols.) Springfield, VA: National Technical Information Service 5285 Port Royal Road Springfield Virginia 22161.
HOLEYMAN, A.E. (1985) "Dynamic Non-Linear Skin Friction of Piles." Proceedings of the International Symposium on Penetrability and Drivability of Piles, San Francisco, 10 August 1985. Japanese Society of Soil Mechanics and Foundation Engineering. HOLEYMAN, A.E. (1985) "Static Versus Dynamic Pile Bearing Capacity (Discussion to Session 4)" HOLEYMAN, A.E. (1988) "Modeling of Dynamic Behaviour at the Pile Base." Proceedings of the Third International Conference on the Application of Stress-Wave Theory to Piles, pp. 174-185. Vancouver: Bi-Tech Publishers. HOLEYMAN A.E. (1992) Keynote lecture: Technology of pile dynamic testing. F. Barends (ed.), Proceedings of the Fourth International Conference on the Application of Stress-Wave Theory to Piles, 1992, A.A. Balkema, Rotterdam, 195-215. HOLLOWAY D.M., CLOUGH G.W. and VESIC A.S. (1979) A rational procedure for evaluating the behavior of impact-driven piles. Special Technical Publication 670, ASTM, 1979, 335-357. HUCK, R.W., and HALL, J.R. (1971) "Resonant Driving in Permafrost." Foundation Facts, Vol. 7, No. 3, pp. 54-57. HUNT S.W. and BAKER C.N. (1988) Use of stress-wave measurements to evaluate piles in high set-up conditions. B. Fellenius (ed.), Proceedings of the Third International Conference on the Application of Stress-Wave Theory to Piles, 1988, BiTech Publisher, Ottawa, 689-705. HUSEIN, A. I.(1992)
HUNT, H.W. (1978) "Current Practice In Design And Installation Of Driven Piles." Transportation Research Record N665, pp 200-208. Washington: Transportation Research Board Publications Office 2101 Constitution Avenue, NW Washington D.C. 20418
## -I-IARROBINO, A.V. (1962) "Placing Piles by Vibration." Military Engineer, Vol. 54, No. 357, January-February 1962, pp. 7-8. ISSACS, D.V. (1931) "Reinforced Concrete Pile Formula." Transactions of the Institute Engineers Australia, Vol. XII, pp. 305-323.
IWANOWSKI, T., and FISCHER, H.-C. (1984) "Alternative methods to compute stress waves in piles when using prestressed disc spring cap." Proceedings of the Second International Conference on the Application of Stress-Wave Theory On Piles. Rotterdam: A.A. Balkema.
IWASKI, T., TATSUKA, F., and TAKAGI, Y. (1978) "Shear Moduli of Sands under Cyclic Torsional Shear Loading." Soils and Foundations, Vol. 18, No. 1, March, pp. 39-56. ## -J-JARZEBOWSKI, A., and MROZ, Z. (1987) "A constitutive model for sands and its application to monotonic and cyclic loadings." Proceedings of the International Workshop on Constitutive Equations for Granular Non-Cohesive Soils," Cleveland, 22-24 Jully, pp. 307-323. JENSEN, H.A. (1990)
JEYAPALAN, J.K. (1986) "Axial Capacity of Vibro-driven Piles," Unpublished Internal Report, U.S. Army Corps of Engineers, Waterways Experiment Station, Vicksburg, MS. JI, F. (1993)
JONES, J.P., and NEWCOMB, F.M. (1963) JONKER, G. (1987) "Vibratory Pile Driving Hammers for Pile Installations and Soil Improvement Projects." Proceedings of the Nineteenth Annual Offshore Technology Conference, Dallas, TX. OTC 5422, pp. 549-560. JONKER, G., and MIDDENDORP, P. (1988) "Subsea Installations Using Vibratory Piling Hammers." Proceedings of the Twentieth Annual Offshore Technolgy Conference, Houston, TX, 2-5 May 1994, pp. 291-304. JOHNSON, L.D. (1992) "Kwajalein Drydock Pile Foundation Analysis." Miscellaneous Paper GL-92-23. U.S. Army Corps of Engineers, Waterways Experiment Station, Vicksburg, MS JOHNSON, L.D., OKADA, O.T., PIERCE, K.A., and HOLLOWAY, D.M. (1993) "Concrete Piles Driven in a Coral Sand." Presented at the Eighteenth Annual Members Conference of the Deep Foundations Institute, Pittsburgh, PA, 18-20 October 1993. ## -K-KAISER, F.X., JR, COYLE, H.M., MILBERGER, L.J., and BARTOSKEWITZ, R.E. (1975)
KEE, R, and CLAPHAM, H.G. (1971) "An Empirical Method Of Foundation Design In Chalk." Civil Eng & Public Works Review (UK), September, Vol 66, No 782, P 981, 983, 985.
KHAN, M.N. (1993)
KENSETSU KIKAI CHOSA CO., LTD. (1975) "The Dream Island: A Report on Vibration Pile Driving of Junction Steel Tube at the Tokyo Waste Disposal Area." Kensetsu Kikai Chosa Co., Ltd., Osaka, Japan. KENSETSU KIKAI CHOSA CO., LTD. "Report on Study of Piles Driven by Vibratory Hammer." Kensetsu Kikai Chosa Co., Ltd., Osaka, Japan. KONDNER, R.L., and EDWARDS (1960) "The Static and Vibratory Cutting and Penetration of Soils." Highway Research Board Proceedings, Vol. 39, pp. 583-604. KRÄMER, W. (1967) "Untersuchungen über den Einsatz ver Vibrationsrammung bei Rammelementen des städtischen Tiefbaues," Technische Mitteilungen Krupp, Werksberichte, Vol 25, No. 1-2, April, pp. 39-50. KUEHN, H. (1994) "Signal tranfer increases operability." World Oil (ISSN:0043-8790) v 215 p 86+ July.
KÜMMEL, F. (1984) "The Kümmel Method for Calculation of Impact Forces in Piles." Proceedings of the Second International Conference on the Application of Stress-Wave Theory On Piles. Rotterdam: A.A. Balkema.
## -L-LARNACH, W.J., and AL-SHAWAF, N.A. (1972) "The Vibratory Driving of Piles in Sand." Ground Engineering, Vol. 5, No. 5, pp. 22-24. LE HOUDEC, D., and YOTTE, S. (1986) "Transmission in the Ground of Vibrations Created by Vibratory Driving of a Circular Pile." (in French) Mechanique-Materiaux-Electricité, No. 417, July-October, pp. 48-51. LEE, C. Y., and POULOS, H. G. (1988) "Effective stress dependence of pile shaft capacity in calcareous sand." Journal of Geotechnical Engineering (ISSN:0733-9410) v 114 p 1189-93 October LEE, S. L., CHOW, Y. K., and KARUNARATNE, G. P. (1988) "Rational wave equation model for pile-driving analysis." Journal of Geotechnical Engineering (ISSN:0733-9410) v 114 March. LEE W., LEE I.M., YOON S.J., CHOI Y.J. and KWON L.H. (1996) Bearing capacity evaluation of the soil-cement injected pile using CAPWAP. F. Townsend, M. Hussein & M. McVay (eds.), Proceedings of the Fifth International Conference on the Application of Stress-Wave Theory to Piles, 1996, Orlando, University of Florida, 409-419. LEVACHER, D.R., and SIFFERT, J.G. (1984) "A finite difference method applied to behaviour of frictional driven piles." Proceedings of the Second International Conference on the Application of Stress-Wave Theory On Piles. Rotterdam: A.A. Balkema. LEVACHER, D.R. (1986) "On the accuracy and the devleopment of a pile driving computer program." Proceedings of the Third International Conference on Numerical Methods in Offshore Piling. Paris: Éditions Technip.
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