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Publication Number: FHWA-RD-99-194
Date: June 2000

Development and Field Testing of Multiple Deployment Model Pile (MDMP)

REFERENCES

American Society for Testing and Materials, (D3441-86), 1994, "Standard Test Method for Deep, Quasi-Static, Cone and Friction-Cone Penetration Tests of Soil," Annual Book of ASTM Standards, Vol. 4.08, Philadelphia, pp. 338-343.

API, 1984, "API Recommended Practices for Planning, Designing, and Constructing Fixed Offshore Platforms," 15/e, American Petroleum Institute, API RP2A, pp. 115.

Azzouz, A.S., 1985a, "The Piezocone Penetrometer," Lecture 6, MIT Special Summer Course 1.60S, MIT Department of Civil Engineering, August.

Azzouz, A.S., 1985b, "The Piezo-Lateral Stress (PLS) Cell," Lecture 9, Part 2, MIT Special Summer Course 1.60S, MIT Department of Civil Engineering, August.

Azzouz, A.S., and Lutz, D.G., 1986, "Shaft Behavior of a Model Pile in Plastic Empire Clays," Journal of Geotechnical Engineering, ASCE, Vol. 112, No. 4, pp. 389-406.

Azzouz, A.S., and Morrison, M.J., 1988, "Field Measurements on Model Pile in Two Clay Deposits," Journal of Geotechnical Engineering, Vol. 114, No. 1, January, pp. 104-121. 

Baligh, M.M. and Levadoux, J.N., 1980, "Pore Pressure Dissipation After Cone Penetration, " MIT, Boston, Report MITSG 80-13.

Bhushan, K., 1982, "Discussion: New Design Correlations for Piles in Sands," Journal of Geotechnical Engineering Division, ASCE, GT 11, Nov., pp. 1508-1510.

Bishop, A.W., 1971, "Shear Strength Parameters for Undisturbed and Remoulded Soil Specimens," Stress-Strain Behavior of Soils, Proceedings of the Roscoe Memorial Symposium, Cambridge University, G.T. Foulis & Co. Ltd.

Bogard, J.D., and Matlock, H., 1990a, "Application of Model Pile Tests to Axial Pile Design," Paper presented at the 22nd Annual Offshore Technology Conference, Houston, Texas, May 7-10.

Bogard, J.D., and Matlock, H., 1990b, "In-Situ Pile Segment Model Experiments at Empire, Louisiana," Paper presented at the 22nd Annual Offshore Technology Conference, Houston, Texas, May 7-10.

Bogard, J.D., and Matlock, H., 1990c, "In-Situ Pile Segment Model Experiments at Harvey, Louisiana," Paper presented at the 22nd Annual Offshore Technology Conference, Houston, Texas, May 7-10.

Bogard, J.D., Matlock, H., Audibert, J.M.E., and Bamford, S.R., 1985, "Three Years' Experience With Model Pile Segment Tool Tests," Paper presented at the 17th Annual Offshore Technology Conference, Houston, Texas, May 6-9.

Bond A.J., and Jardine, R.J., 1991, "Effects of Installing Displacement Piles in a High OCR Clay," Geotechnique, Vol. 41, No. 3, pp. 341-363.

Bond A.J., and Jardine, R.J., 1995, "Shaft Capacity of Displacement Piles in a High OCR Clay," Geotechnique, Vol. 45, No. 1, pp. 3-23.

Bond A.J., Jardine, R.J., and Dalton, J.C.P., 1991, "Design and Performance of the Imperial College Instrumented Pile, " Geotechnical Testing Journal, Vol. 14, No. 4, pp. 413-424.

Bowles, J.E., 1988, Foundation Analysis and Design, 4th ed., McGraw-Hill, Inc., New York.

CAPWAP Manual, 1996, Goble Rausche Likins and Associates, Inc., Cleveland Ohio.

Chance Company, 1992, Bulletin 04-9202, 210 North Allen, Centralia, MO 065240.

Chen, B.S., and Mayne, P.W., 1994, Profiling the Overconsolidation Ratio of Clays by Piezocone Tests, National Science Foundation, Report No. GIT-CEEGEO-94-1, August.

Chen, Y.L., 1997, "Field and Laboratory Study of the Physical Characteristics and Engineering Parameters of Subsurface at the Newbury Test Site," thesis submitted in partial fulfillment of the requirements of the degree of Master of Science in Civil and Environmental Engineering, University of Massachusetts-Lowell, see also Paikowsky and Chen, 1998.

Coop, M.R., and Wroth, C.P., 1989, "Field Studies of an Instrumented Model Pile in Clay," Geotechnique, Vol. 39, No. 4, pp. 679-696.

de Ruiter, J., 1975, "The Use of  In-Situ Testing for North Sea Soil Studies," Offshore Europe Conference, Aberdeen.

de Ruiter, J., 1982, "The Static Cone Penetration Test, State-of-the-Art Report," Proceedings of the Second European Symposium on Penetration Testing, Amsterdam, May.

de Ruiter, J. and Beringer, F., 1979, Pile Foundations for Large North Sea Structures, Marine Geotechnology, 3, No. 3, pp. 267-314.

Goble, G., Likins, G., and Rausche, F., (1970), Dynamic Studies on the Bearing Capacity of Piles, Phase III, Report No. 48, Division of Solid Mechanics, Structures and Mechanical Design, Case Western Reserve University.

Goble, G., Likins, G., and Rausche, F., (1975), Bearing Capacity of Piles From Dynamic Measurements, Final Report, Ohio Department of Transportation, OHIO-DOT-05-75.

Goble, G., Rausche, F., and Likins, G., (1995), GRLWEAP Manual, Cleveland, OH.

Grosch, J.J., and Reese, S.C., 1980, "Field Tests of Small-Scale Pile Segments in a Soft Clay Deposit Under Repeated Axial Loading," Paper Presented at the 12th Annual Offshore Technology Conference, Houston, TX, May 5-8.

GZA GeoEnvironmental, 1993, Geotechnical Engineering Report, Reconstruction of Bridge N-10-15, U.S. Route 1, Newbury, Massachusetts, File No. 12982.

Helsel, Robert, 1994, Cutting Your Test Development Time With HP VEE, PTR Prentice Hall, Englewood Cliffs, New Jersey.

Hewlett Packard, 1990, HP 75000 Series B/C, 5½-Digit Multimeter HP E1326B/E1411B User's Manual, Manual Number: E1326-90003.

Hewlett Packard, 1991, HP 75000 Series B, Mainframes HP E1300A and E1301A User's Manual, Manual Number: E1300-90005.

Hewlett Packard, 1993, HP 75000 Series B, 16-Channel Relay Multiplexer Module HP E1343A/44A/45A/47A User's Manual, Manual Number: E1345-90003.

Hewlett Packard, 1994, HP 75000 Series B/C, 4-Channel D/A Converter Module HP E1328A User's Manual, Manual Number: E1328-90003.

Jardine, R.J., Bond, A.J., and Lehane, B.M., 1992, "Field Experiments With Instrumented Piles in Sand and Clay," Piling — European Practices and Worldwide Trends, Proceedings of a conference organized by the Institution of Civil Engineers, London, April 7-9.

Karlsrud, K., and Haugen, T., 1981, "Cyclic Loading of Piles and Pile Anchors, Field Model Tests at Haga," Contract Research Report, Norwegian Geotechnical Institute (NGI), Feb 5.

Karlsrud, K., and Haugen, T., 1985a, "Axial Static Capacity of Steel Model Piles in Overconsolidated Clay," Paper presented at the 11th International Conference on Soil Mechanics and Foundation Engineering, San Francisco.

Karlsrud, K., and Haugen, T., 1985b, "Behavior of Piles in Clay Under Cyclic Axial Loading + Results of Field Model Tests," Paper presented at the 4th International Conference on Behavior of Offshore Structures, Delft.

Kulhawy, F.H., and Mayne, P.W., 1990, Manual on Estimating Soil Properties for Foundation Design, Electric Power Research Institute, EPRI EL-6800, Project 1493-6 Final Report.

Kurup, P.U., 1993, "Calibration Chamber Studies of Miniature Piezocone Penetration Tests in Cohesive Soil Specimens," Doctor of Philosophy dissertation, Louisiana State University.

Ladd and Foott, 1974, "New Design Procedure for Stability of Soft Clays," ASCE, Journal of Geotechnical Engineering Division, July.

Lehane, B.M., 1992, "Experimental Investigations of Pile Behavior Using Instrumented Field Piles," thesis submitted to the University of London in partial fulfillment of the requirements for the degree of Doctor of Philosophy in the Faculty of Engineering.

Lehane, B.M., and Jardine, R.J., 1994, "Displacement-Pile Behavior in a Soft Marine Clay, " Canadian Geotechnical Journal, Vol. 31, pp. 181-191.

Lemos, L., 1986, "The Effect of Rate on Residual Strength of Soil," thesis submitted to the Imperial College of Science and Technology at the University of London in partial fulfillment of the requirements for the degree of Doctor of Philosophy, January.

McClelland, B., 1972, "Design of Deep Penetration Piles for Ocean Structures," 9th Terzaghi Lecture, October 18, 1972.

Meyerhoff, G., 1951, "The Ultimate Bearing Capacity of Foundations," Geotechnique, Vol. 2, No. 4, pp. 301-331.

Meyerhoff, G., 1976, "Bearing Capacity and Settlement of Pile Foundations," Journal of Geotechnical Engineering Division, ASCE, Vol. 102, GT3, March, pp. 195-228 (Terzaghi Lecture).

Morrison, M.J., 1984, "In Situ Measurements on a Model Pile in Clay," thesis presented in partial fulfillment of the requirements for the degree of Doctor of Philosophy in Civil Engineering, Massachusetts Institute of Technology.

Mynampaty, R.N., 1993, "Pore Pressure Build-Up and Dissipation Around Piles Penetrating in Clay, " thesis submitted in partial fulfillment of the requirements of the degree of Master of Science, University of Massachusetts-Lowell.

Paikowsky, S.G., Baligh, M.M., and Whitman, R.V., 1989, "A New Look at the Phenomenon of Offshore Pile Plugging," Marine Geotechnology, 8(3):213-230.

Paikowsky, S.G., and Chen, Y.L., 1998, Field and Laboratory Study of the Physical Characteristic and Engineering Parameters of the Subsurface at the Newbury Bridge Site, Research Report submitted to the Massachusetts Highway Department, Geotechnical Section, Boston.

Paikowsky, S.G., LaBelle, V.A., and Mynampaty, R.N., 1995, Static and Dynamic Time Dependent Pile Behavior, Research Report submitted to the Massachusetts Highway Department, Geotechnical Section, Boston.

Paikowsky, S.G., Player, C.M., and Connors, P.J., 1995b, "A Dual Interface Apparatus for Testing Unrestricted Friction of Soil Along Solid Surfaces, " Geotechnical Testing Journal, GTJODJ, Vol. 18, No. 2, pp. 168-193.

Paikowsky, S.G., Regan, J.E., and McDonnell, J.J., 1994, A Simplified Field Method for Capacity Evaluation of Driven Piles, Report No. FHWA-RD-94-042, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, McLean, VA,.

Patent Number: 5,259,240, 1993, "Device for In Situ Testing of Soils That Includes a Vent Valve Adapted to Close at a Predetermined Depth During Installation," inventors: Raines, R.D., Boggess, R.L., Lamb, W.C., and Templeton, J.S.

PDA Manual, 1995, Pile Dynamics, Inc., Model PAK, Cleveland OH.

P.I.T. Manual, 1993, Pile Dynamics, Inc., Cleveland OH.

Price, G., and Wardle, I.F., 1982, "A Comparison Between Cone Penetration Test Results and the Performance of Small-Diameter Instrumented Piles in Stiff Clay, " Proceedings of the Second European Symposium on Penetration Testing, Amsterdam, May 24-27, pp. 775-780.

Rausche, F., 1981, "A Short Introduction to Continuous and Discrete Wave Mechanics, " technical notes prepared for the second seminar on the Dynamics of Pile Driving, Boulder, Colorado, March 24-25.

Rausche, F., 1995, Personal communication.

Rausche, F., Moses, F., and Goble, G.G., 1972, "Soil Resistance Predictions From Pile Dynamics, " ASCE, Journal of Soil Mechanics and Foundations, Vol. 98, No. SM9, Sept 1972, pp. 917-937.

Schaap, L.H.J., and Zuiberg, H.M., 1982, "Mechanical and Electrical Aspects of the Cone Penetrometer Tip, " Proceedings of the Second European Symposium on Penetration Testing, Amsterdam, May 24-27, pp. 841-851.

Smith, E.A.L., 1960, "Pile Driving Analysis by the Wave Equation, " Journal of Soil Mechanics and Foundations, ASCE, pp. 35-61.

Tomlinson, M., 1971, "Some Effects of Pile Driving on Skin Friction," Proceedings — Conference on Behaviour of Piles, ICE, London, pp. 107-114.

Tomlinson, M.J., 1986, Foundation Design and Construction, Longman Scientific & Technical, Essex, England.

Toolan, F.E., and Coutts, J.S., 1980, "The Application of Laboratory and In Situ Data to the Design of Deep Foundations," Offshore Site Investigations, ed. D.A. Ardus, Graham and Trotman, London, pp. 231-246.

Toolan, F., and Fox, D., 1977, "Geotechnical Planning of Pile Foundations for Offshore Platforms," Proceedings of the Institution of Civil Engineers, London, Part I, 62, pp. 221-230.

Van Berg, A.P., 1982, "Latest Developments in Static Cone Penetrometers and Other Soil Testing Equipment (On Land — Offshore)," Proceedings of the Second European Symposium on Penetration Testing, Amsterdam.

Vesic, A., 1975, "Principles of Pile Foundation Design," Soil Mechanics Series No. 38, School of Engineering, Duke University, 48 pp. + figures.

Vesic, A., 1977, Design of Pile Foundations, NCHRP Synthesis of Practice, No. 42, TRB, Washington, D.C., 68 pp.

Vijayvergiya, V., and Focht, J., 1972, "A New Way to Predict Capacity of Piles in Clay," OTC paper 1718, 4th Offshore Technology Conference, Houston, TX.

Wissa, A.Z.E., Martin, R.T., and Garlanger, J.E., 1975, "The Piezometer Probe," Proceedings of ASCE Specialty Conference on In Situ Measurement of Soil Properties, Raleigh, N.C., 1, pp. 536-545.

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