Skip to main content
SpringerLink
Log in
Book cover

Handbook of Port and Harbor Engineering pp 331–396Cite as

Geotechnical Aspects of Soil — Structure Interaction Design Considerations

  • Chapter

  • 1537 Accesses

Abstract

Marine engineering involves the combination of several skills, including an intimate knowledge of all structural design aspects as well as an awareness of soil and rock mechanics and foundation engineering. Furthermore, a firm understanding of the basic principles of soil-structure interaction is a must. This is most apparent in connection with nonrigid structures such as sheet-pile bulkheads, or other structures where soil pressure distribution at the interface is governed by the deformation or displacement of such structures.

This is a preview of subscription content, log in via an institution.

Chapter
USD   29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD   189.00
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD   249.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Learn about institutional subscriptions

Preview

Unable to display preview. Download preview PDF.

Unable to display preview. Download preview PDF.

References

  • Aashto, 1992. Guide Specifications for Seismic Design of Highway Bridges, American` Association of State Highway and Transportation Officials, Washington DC.

    Google Scholar 

  • Amano, R., Ryokichi, Azuma, H.,:Hisashi, ISHII, Y., and YAsUMARU, 1956a. “A Seismic Design of Quay Walls inn Japan.” Proceedings 1st World Conference on Earthquake Engineering, Berkeley, CA.

    Google Scholar 

  • Amano, R., Azuma, H., and Isxri, Y., 1956b. “A Seismic Design of Walls in Japan.” Proceedings 1st World Conference on Earthquake Engineering, Berkeley, CA.

    Google Scholar 

  • Anderson, R. D., 1974. New Method for Deep Sand Vibratory Compaction.“ ASCE Journal of the Construction Division, Vol 100 (CO-1).

    Google Scholar 

  • Baikie, L. D., 1985: “Total and Partial Factors of Safety, in Geotechnical Engineering.” Canadian Geotechnical Journal, Vol. 22.

    Google Scholar 

  • Bakeer, R. M., Bhatia, S. K., and Ishibashi, I., 1990. “Dynamic Earth Pressure with Various Gravity Wall Movements:” ASCE Proceedings of Speciality Conference on Design and Performance of Earth Retaining Structures Cornell University, Ithaca,’ NY.

    Google Scholar 

  • Barghouthi, A. F., 1990. “Active Earth Pressure on Walls with Base Projection.” ASCE Journal of Geotechnical Engineering, Vol. 116, No. 10.

    Google Scholar 

  • Bishop, A. W. and Henkel, D. J., 1962. The Measurement of Soil Properties in Triaxial Test, Edward Arnold Ltd., London.

    Google Scholar 

  • Bjerrum, L., Clausen Firmann, C. J., and Duncun, J. M., 1972. “Earth Pressures on Flexible Structures-A State-of-the-Art Report:” Proceedings of the Fifth European Conference on Soil Mechanics and Foundation Engineering, Vola 2, Madrid.

    Google Scholar 

  • Bosscher, P. J. and GRAY, D. °H., 1986. “Soil Arching in Sandy Slopes. ASCE.” Journal of Geotechnical Engineering, Vol. 112, No 6.

    Google Scholar 

  • Bowles, J. E., ‘1970. Engineering Properties of Soils and Their Measurement,McGraw-Hill Book Co., New York.

    Google Scholar 

  • Brandl, H., 1987. “Retaining Walls and Other Retaining Structures,” Ground ` Engineer’s Reference Book, Bell, F. G. (ed. ), Butterworth, Boston.

    Google Scholar 

  • British Code OF Practice No 2, 1951. Earth Retaining Structures, Institute of Civil Engineers, London.

    Google Scholar 

  • Broms B. B., 1974. “Lateral Earth Pressure Due o Compaction of Cohesionless Soils.” Proceedings, 4th Conference on Soil Mechanics and Foundations Engineering, Budapest.

    Google Scholar 

  • Broms, B. B., 1991. Deep Compaction of Grana kir Soils, in “Foundation Engineering Handbook, edited by Fang, H.-Y., Van Nostrand Reinhold, New York, NY.

    Google Scholar 

  • Broms, B. B. and Ingleson, T., 1972. ’ “Lateral Earth Pressure on a Bridge Abutment.” Proc. 5th European Conference on SMFE ’(1), Madrid.

    Google Scholar 

  • Baos, B., 1972. ’ The Influence of Model Retaining Wall Displacements on Active and Passive Earth Pressures in Sand.“ Proceedings 5th European Conference on Soil Mechanics, Vol. 1, Madrid.

    Google Scholar 

  • Brown, R. E., 1977. Vibroflotation Compaction of Cohesionless Soils. ASCE. ’ Journal of the Geotechnical Engineering Division, 103 (GT-12).

    Google Scholar 

  • Brown, P. P., 1948. “A Critical Study of Existing Lateral Earth Pressure Theories, Including the Design of a Model Flexible Anchored Bulkhead for the Investigation of These Theo ries” Master’s thesis, Princeton University.

    Google Scholar 

  • Burin, A. Y. and Demina, G. A., 1979. Quays Handbook, Transport Publisher, Moscow (in Russian).

    Google Scholar 

  • Canadian Foundation Engineering Manual, 2nd ed., 1985. Canadian Geotechnical Society.

    Google Scholar 

  • Carchedi, D. R. and Morgan, R. J., 1990. “Geo-technical Design Considerations,” Design of Marine Facilities for Berthing, Mooring and Repair of Vessels, Gaythwaite, J. K. (ed.), Van Nostrand Reinhold Co., New York.

    Google Scholar 

  • Carder, D. R. and Krawozyk, J. C., 1975. “Performance of Cells Designed to Measure Soil Pressure on Earth Retaining Structures.” Report 689, Transport and Road Research Laboratory, Crowthorne, Berkshire.

    Google Scholar 

  • Casagrande, A., 1964. 2nd Terzaghi Lecture. Role of, the “Calculated Risk” in Earthwork and Foundation Engineering, ASCE, New York.

    Google Scholar 

  • Chow, Y. K., Yong, D. M., Yong, K. Y. and Lee, S. L., 1992. “Dynamic Compaction of Loose Sand Deposits, Soils and Foundations, Vol. 32, No 7, December, Japanese Society of Soil Mechanics and Foundation Engineering.

    Google Scholar 

  • Chaney, R. C., 1981. “Sampling and Preparation of Marine Sediments,” Chapter 2 in “Foundation Engineering Handbook,” Fang, H.-Y. (ed.). Van Nostrand Reinhold, New York, NY.

    Google Scholar 

  • Chugh, A. K. and Vonthun, J. L., 1985. “Pore Pressure Response Analysis for Earthquakes. Canadian Geotechnical Journal,Vol. 22.

    Google Scholar 

  • Clough, G. W. and Duncan, J. M., 1971. “Finite Elements Analysis of Retaining Wall Behavior.” ASCE Journal S.M. F.D., Vol. 97 (SM12):

    Google Scholar 

  • Clough, G. W. and Duncan, J. M., 1991. Earth Pressures, Chapter 6 in Foundation Engineering Handbook, 2nd edition. Fang. H:-Y. (ed.). Van Nostrand Reinhold, New York, NY.

    Google Scholar 

  • Clough, G. W., Iwabuchi, J. RAD, N. S., and Kippusamy, T., 1989.;`Influence of Cementation on Liquefaction of Sands,“ Asce Journal of Geotechnical Engineering,Vol. 115, No. 8.

    Google Scholar 

  • Coulomb, C. A:, 1776. “Essai sur une application des regles de maximis et minimis a guelques problemes de statique relatifs a l’architecture.” Met. Diu. Savants,’ Acad. Sci., Paris,Vol 7.

    Google Scholar 

  • Couplet, 1726–1728. De la pousse des terres contre leurs revetments et la fource qu’on leur doit opposeur,Histoire de L’Academie Royale de Sciences, Paris.

    Google Scholar 

  • Coyle, H. M. and Bartoskewitz, R. E., 1976. “Earth Pressures on Precast Panel Retaining Wall.” ASCE Journal of the Geotechnical Engineering Division, Vol. 102 (GT5).

    Google Scholar 

  • D’appolonia, E., 1990. “Monitored Decisions (The 24th K. Terzaghi Lecture).” ASCE Journal’ of Geotechnical Engineering, Vol. 116, No 1.; Darwin, G. H., 1883. On the Horizontal Thrust of a Mass of Sand, Minutes of the Proceedings of the Institution of Civil Engineers, Vol LXXI, Paper No 1904, London.

    Google Scholar 

  • Darwin, G. H., 1983. “On the Horizontal Thrust of Mass of Sand,” Minutes of the Proceedings of the Institution of Civil Engineers,,Vol. LXXI, Paper No 1904, London.

    Google Scholar 

  • De Alba, 1984. “Elasticwave Velocities and Liquefaction Potential.” Geotechnical Testing Journal, No 7(2).

    Google Scholar 

  • Dobry, R., 1982. Prediction of Pore Pressure Buildup and Liquefaction of Sands During Earthquakes by the Cyclic Strain Method. National Bureau of Standards. Washington, DC.

    Google Scholar 

  • Dobson, T., 1986. “Vibro Techniques for Geotechnical Engineering Practice.” Proceedings of Pennsylvania DOT and Pennyslvania ASCE.

    Google Scholar 

  • Dubrova, G. A., 1947. Methods of Calculating of Soil Thrust upon ’ Marine Retaining Structures, Maritime Transport Publishing House, Moscow (in Russian).;

    Google Scholar 

  • Dubrova, G. A., 1963. Soil/Structure Interaction, Inland Waterway Transport Publishing House, Moscow (in Russian).

    Google Scholar 

  • Dubrova, G. A., 1968. “Determination of the Soil Pressure on Retaining Walls (Unsolved Questions).” Gidrotechnicheskoe Stroitelstvo,’No.’ 5 (translated into English).

    Google Scholar 

  • Dudler, I. V., Durante, V. A., arid Smirnov, C. D., 1968. Experience Gained in Using the Penetrometer Probe for Soil Investigation in Conjunction with Energy-Related Construction in the Soviet Union,’ INFORM-ENERGO, Moscow.

    Google Scholar 

  • Duncan,’J. M. and Seed, R. B. 1986. “Compaction-Induced Earth Pressures Under k0-conditions,” ASCEJournal of Geotechnical Engineering, Vol 112, No. 1.

    Google Scholar 

  • Duncan, J. M., Clough, G. W., and Ebeling, R. M., 1990. “Behavior and Design of Gravity Earth Retaining. Structures.” ASCE Proc. of Conference on Design and Performance of Earth Retaining Structures. Cornell Univer-sity, Ithaca, NY.

    Google Scholar 

  • Duncan,’ J. M., Williams, G. W., Sehn, A. L., and Seed, R. B., 1990. “Estimation of Earth Pressure due to Compaction.” ASCE Journal of Geotechnical Engineering, Vola 117, No 12.

    Google Scholar 

  • Dunnicliff, J., 1988. Geotechnical Instrumentation for Monitoring Field Performance. John Wiley and Sons, New York.

    Google Scholar 

  • Durante, V. A. and Voponkevich, S. D., 1955. “Studies of Sand Densities for Construction Purposes.” Annals of Moscow University, No. 2 (in Russian).

    Google Scholar 

  • Eau (1990). Recommentations of the Committee for Waterfront Structures, 5th edition, Erust and Sotin, Berlin.

    Google Scholar 

  • Elgamal, A-W., Zeghal, M., and Parra, E., 1996. “Liquefaction of Reclaimed Island in Kobe, Japan,” ASCE Journal of Geotechnical Engi-neering, Vol. 122, No. 1.

    Google Scholar 

  • Elms, D. G. and Richards, R., 1990. “Seismic Design of Retaining Walls.” ASCE Proceedings Specialty Conference on Design and Performance of Earth Retaining Structures, Cornell University, Ithaca, NY.

    Google Scholar 

  • Evans, M. D. and Zhou, S., 1995. “Liquefaction Behavior of Sand-Gravel Composites.” ASCE Journal of Geotechnical Engineering, Vol. 121, No 3.

    Google Scholar 

  • Fang, Y-S. and Ishibashi, I., 1986. “Static Earth Pressures with Various Wall Movements. ASCE Journal of Geotechnical Engineering,Vol. 112, No 3.

    Google Scholar 

  • Fang, Y-S, Chen, T-Y., and Wu, B-F.,, 1994. “Passive Earth Pressures with Various Wall Movements.” ASCE Journal of Geotechnical Engineering, Vol. 120, No 8.

    Google Scholar 

  • Fang, Y-S. and Chen, T-J., 1995. “Modification of Mononobe-Okabe Theory,” Geotechnique, Vol. 45; No 1.

    Google Scholar 

  • Focht, J. A., JR., 1994. “Lessons Learned from Missed Predictions.” ASCE Journal of Geotechnical Engineering, Vol. 120, No. 10.

    Google Scholar 

  • Focht, J. A., JR. and O’neill, N. W., 1985. “International ` State-of-the-Art Practice for Design and Installation of Axially Loaded Piles.” Proceedings 11th International Conference on Soil Mechanics and Foundation Engineering, San Fransisco.

    Google Scholar 

  • Franklin, A. G. and Chang, F. K., 1977. Earthquake Resistance of Earth and Rock Fill Dams; Report 5: Permanent Displacements of Earth Embankments by Newmark Sliding Block Analysis. Misc. Paper S-71–17, Soils and Pavements Laboratory, U.S. Army Engineer Waterways Experiment Station, Vicksburg; Miss.

    Google Scholar 

  • Fukuoka, M., 1980. “Static’ and Dynamic Earth Pressures on Retaining Walls. Proceedings Third Australia-New Zealand Conference of Geomechanics. Wellington, New Zealand.

    Google Scholar 

  • Gay; T. E., 1957. “Stone Crushed and Broken.” California Division of Mines Bulletin 176, Sacramento.

    Google Scholar 

  • Gerber, E., 1929. Untersuchen liber dic Druckvertcilung in orflich Belasteten Sand?’ Dissertation, Technisha, Hochsahule; Zurich.’

    Google Scholar 

  • Gould, J. P., 1970. “Lateral Pressures on Rigid Permanent Structures.” ASCE Proceedings Specialty Conference on Lateral Stresses in the Ground and Design of Earth-Retaining Structures, Cornell University,’ Ithaca; NY.

    Google Scholar 

  • Granger, V. L., 1965. “Failure of a Reinforced Concrete Reservoir.” Proceedings 6th Interna-tional Conference SMFE (2). Montreal.

    Google Scholar 

  • Harder, L. F., Hammond, W. D., and Ross, P. S., 1984. “Vibroflotation Compaction of Thermal ito Afterbay.” ASCE Journal of Geotechnical Engineering, Vol. 110, No 1.

    Google Scholar 

  • Hardin, B. O. and Druevich, V. P. 1972. “Shear Modulus and Damping in Soils: Design Equations and Curves.” ASCE Journal Soil Mechanics and Foundation Division, SM7.

    Google Scholar 

  • Ihaÿasin, S., Kubó, K., and Nakasc, A:, 1966. “Damage to Harbor Structures in the Niígate Earthquake.” Soil and Foundations, Vol. VI, No 1.

    Google Scholar 

  • Hilf, J. W’., 1991. Compacted Fill in “Foundation Engineering Handbook,” edited by Fang, H-Y. Van Nostrand Reinhold; New York, N.Y.

    Google Scholar 

  • Ho, C. L., Denby, G. M., and Frrgaszy, R. J., 1990. “Seismic Performance of Tied-Back Walls.” ASCE Proceedings Specialty Conference on Design and Performance of Earth Retaining Structures, Cornell University, Ithaca, NY.

    Google Scholar 

  • Flom, W. G. and Gibbs, H. J., 1956. “Shear Strength of Pervious Gravelly Soils. Proceedings ASCE, Paper No 867.

    Google Scholar 

  • Hough, B. K., 1957. Basic Soils Engineering, Ronald Press Co., New York.

    Google Scholar 

  • Ichihara, M., 1983. “Remarks on Mononobe’s Earth Pressure Theory” Tsuchi-to-kiso, Japanese Society of Soil Mechanics and Foundation Engineering, Vol. 31, No 11 (in Japanese).

    Google Scholar 

  • Ishibashi, I., Osada, M., and Uwabe, T. 1994. “Dynamic Lateral Pressures Due to Saturated Backfills on Rigid Walls. ASCE Jour-nal of Geotechnical Engineering,Vol 120, No 10.

    Google Scholar 

  • Ito, T. and Matsui, T., ‘1977. “Method to Estimate Lateral Force Arching on Stabilizing Piles.” Soils and Foundations (Japan), Vol’ 18, No 2.

    Google Scholar 

  • Ivanov, P. L., 1967. Compaction of Noncohesive Soils by Explosions Stroyisdat Publishing House,; Leningrad (in Russian): translated into English by Indian National Scientific Documentation Centre, New Delhi.

    Google Scholar 

  • Jaxy, J., 1944. The Coefficient of Earth Pressure at Rest.“ Journal of the Society of Hungarian Architects and Engineers, Budapest.

    Google Scholar 

  • James, H. W., 1973. “Densification of Sand for Drydock by Terra-Probe.” ASCE Journal of Soil Mechanics and FoundationDivision, Vol. 99 (SM-6).

    Google Scholar 

  • James, R. G. and Baansby, P. L., 1970. “Experimental and Theoretical Investigations of Passive Pressure Problems.” Geotechnique, Vol. 20, No 1.

    Google Scholar 

  • Jamiolkowski, M., 1988. “Research Applied to Geotechnical Engineering,” Proceedings Institute of Civil Engineers, Part 1, June.

    Google Scholar 

  • Jijran, I. and Christopher, B., 1989. “Laboratory Model Study on Geosynthetic Reinforced Soil Retaining Walls,” ASCE Journal of Geotechnical Engineering, Vol. 115, No 7.

    Google Scholar 

  • Kany, M., 1972. “Measurement of Earth Pressures on Cylinder 30 m in Diameter Pump Storage Plant.” Proc. Fifth European Conference on Soil Mechanics, Madrid.

    Google Scholar 

  • Kempton, G. T., Entwistle, R. W., and Barclay, M. J., 1985. “An Anchored Fill Harbour Wall using Synthetic Fabrics,” Proceedings Institu-Geotechnical Aspects of Soil-Structure Interaction Design Considerationstion of Civil Engineers, Part ’ 1, Vol. 78, London.

    Google Scholar 

  • Kezdi, A., 1975. “Lateral Earth Pressure,” Foundation Engineering Handbook, Winterkorn, H. F. and Fang, H-Y. (eds.), Van Nostrand Reinhold Co., New York.

    Google Scholar 

  • Klein, G. K. and Cherkasov, J. J., 1985. Foundations for Urban Transport ‘Structures,Transport Publishing House,’ Moscow (in Russian).

    Google Scholar 

  • Kostilyova, N. B„ 1956. In text “Mechanics of Granular Material,” by Klein, G. K.,, State Publishing, House of Literature in Civil Engineering and Architecture, Moscow (in Russian).

    Google Scholar 

  • Kovacs, W. D., Evans, J. C., and Griffiths, A. H., 1977. “Towards a More Standardized SPT.” Proceedings of the Ninth International Conference on Soil Mechanics and Foundation Engineering,,Tokyo.

    Google Scholar 

  • Laba, J. T. and Kennedy, J. B., 1986. “Reinforced Earth Retaining Wall Analysis and Design,” Canadian Geotechnical Journal, Vol. 23.

    Google Scholar 

  • Ladd, R. S., 1977. “Specimen Preparation and Cyclic Stability of Sands.” ASCE Journal of Geotechnical Engineering Vol. 103, No 6.

    Google Scholar 

  • Laivibe, T. W., 1951. Soil Testing for Engineers, John Wiley and Sons, New York.

    Google Scholar 

  • Lambe, T. W. and. Whitman, R. V., 1969. Soil Mechanics, John Wiley and Sons, New York.

    Google Scholar 

  • Lee, D. H., 1961. Deep Foundations and Sheet Piling, Concrete Publications Ltd., London.

    Google Scholar 

  • Leonards, G. A., 1962. Engineering Properties of Soils, McGraw-Hill Book Co., New. York.

    Google Scholar 

  • Leshchiusky, D. and Boedeker, R. H., 1986. “Geosynthetic Reinforced Soil Structures, Asce Journal of Geotechnical Engineering,Vol. 115, No 10.

    Google Scholar 

  • Liao, S. S. C., Venesiano, D., and Whitman, R. V., 1988. “Regression Models for Evaluating Liquefaction Probability,” ASCE Journal of Geotechnical Engineering, Vol. 114, No. 4.

    Google Scholar 

  • Lovwwe, J. and Zacchco, P. F., 1991. “Subsurface Explorations and Sampling,” Foundation Engineering Handbook, 2nd ed., Fang, H-Y. (ed.), Van Nostrand Reinhold, New York.

    Google Scholar 

  • Mackey, R. D. and Kirk, D. P., 1967. “At Rest, Active and Passive Earth Pressures.” Proceedings South East Asian Conference on Soil Mechanics and Foundation Engineering, Bangkok.

    Google Scholar 

  • Martin; G. R., Finn, W. D, L., And Seed, H. B., 1975. “Fundamentals of Liquefaction Under Cyclic Loading.” Asce Journal of Geotechnical Engineering, Vol. 101, No 5.

    Google Scholar 

  • Matsuó, H. and Ohara, S, 1965. “Dynamic Core Pressure Acting on Quay Wall During Earthquake.” Proceedings I II World Conference on Earthquake Engineering. Auckland, New Zealand.

    Google Scholar 

  • Matsuo, M., Kenmoc I, S., and YAei, H., 1978. “Experimental Study on Earth Pressure of Retaining Wall by Field Tests.” Soils and Foundations, Vol. 18, No 3.

    Google Scholar 

  • Matsuzawa, H. Ishibashi, I., and Kawamura, M., 1985. “Dynamic soil and water pressures of submerged soils, ASCE Journal of Geotech Weal Engineering Vol. 111, No 10.

    Google Scholar 

  • Matteotti, G.,’ 1970. Some Results of Quay-Wall` Model Tests on Earth Pressure.“ Pro-ceedings Institution of Civil Engineers, London.

    Google Scholar 

  • Meyerhof, G. G., 1970. “Safety Factors in Soil Mechanics.” Canadian Geotechnical Journal; No 7.

    Google Scholar 

  • Meyerhof, G. G., 1984. “Safety Factors and Limit States Analysis in Geotechnical Engineering.” Canadian Geotechnical Journal, Vola 21.

    Google Scholar 

  • Mitchell, J. K., 1976. Fundamentals of Soil Behaviour,John Wiley and Sons,’ New York.

    Google Scholar 

  • Mitchell, J. K., 1986. “Practical Problems from Surprising Soil Behavior. ASCE Journal of Geotechnical Engineering,Vol. 112, No 3.

    Google Scholar 

  • Mitchell, J. K. and SOLYMAR, Z. V., 1984. Time Dependent Strength Gain in Freshly Deposited or Densified Sand.“ ASCE Journal of Geotechnical Engineering, Vol. 110, No GT11.

    Google Scholar 

  • Mohraz, B., 1976. “A study of earthquake response spectra for different geological conditions, Bulletin of the Seismological Society of America,Vol. 66.

    Google Scholar 

  • Mononobe, N., 1929. “Earthquake-Proof Construction of Masonry Dams.” Proceedings World Engineering Conference, Tokyo, Vol. 9.

    Google Scholar 

  • Mononobe, N. and Matsuo, H., 1929. “On Determination of Earth Pressure During Earthquakes.” Proceedings World Engineering Congress; Tokyo, Vol. 9.

    Google Scholar 

  • Mulilis, J. P., Seed, H. B., Chan, C. H., Mitchell, J. K., and Apulanandan, K., 1977. “Effects of Sample Preparation on Sand Liquefaction.” ASCE Journal of Geotechnical Engineering, Vol. 103.

    Google Scholar 

  • Nacci, V., 1969. “Shear Strength Properties of Varved Silt.” Division of Engineering Research and Development, Department of Civil Engineering, Engineering Bulletin No 11, University of Rhode Island, Kingston.

    Google Scholar 

  • När.Ain, J., Saran,’ S., And Nandakümaran, P., 1969. “Model Study of Passive Pressure in sand.” Asce Journal of Soil Mechanics and Foundation Engineering Division, Vol. 95, No 4.

    Google Scholar 

  • Newmark, N. M. and Hall, W. J., 1982; Earthquake Spectra and Design, Earthquake Engineering Research Institute, Berkeley, Ca.

    Google Scholar 

  • Okabe, S., 1926. “General; Theory on Earth Pressure.” Journal Japanese Society of Civil Engineering, Vol. 12, No 1.

    Google Scholar 

  • Pappín, J. W., Simpson, B., Felton, P. J., and Raison, C., 1986. Proceedings of Midland Geotechnical Society. Computer Applications in Geotechnical ‘Engineering, Birmingham, U.K.

    Google Scholar 

  • Pappín, J. W., Brown S. F., and O’reilly, M. P., 1992. “Effective `Stress Behaviour of Saturated and Partly Saturated Granular Material Subjected to Repeated Loading.” Geotechnique, Vol. 42, No 3.

    Google Scholar 

  • Peck, R. B., 1969. “Advantages and Limitations of Observational Method in Applied Soil Mechanics (9th Rankline Lecture).” Geotech nique; Vol. 19, No 2.

    Google Scholar 

  • Peck, R. B. and Mesri, G.,’1987. “Discussion of Compaction-Induced Earth Pressures Under K o Conditions.“ ASCE Journal of Geotechnical Engineering,Vol. 113, No. 11.

    Google Scholar 

  • Peck, R. B., Hanson, W. E., and Thornburn, T. H., 1974. Foundation Engineering,2nd ed., John Wiley and Sons, New York. Boston Society of Civil Engineers Section,Vol. 65, No 2.

    Google Scholar 

  • Pilecki, T. J., 1987. “Discussion on Interface Model for Dynamic Soil-Structure Interaction.” Asce Journal of Geotechnical Engi-neering, Vol. 113, No 5.

    Google Scholar 

  • Pitilakis, K. and Montsakis, A., 1989. “Seismic Analysis and Behaviour of Gravity Retaining Walls-The Case of Kalamata Harbour Quay Wall.” Soil and Foundations, Vol. 29, No. 1.

    Google Scholar 

  • Polsiun, D. E. and Sinelschikov, S. J.,’ 1953. “About the Angle of Internal Friction.’ Proceedings of the Research Institute of Soil Mechanics and r Foundations, Moscow (in Russian).

    Google Scholar 

  • Poulos, H. ‘G., 1987. From Theory to Practice in Pile Design “ Australian Geomechanics, No 14.

    Google Scholar 

  • Poulos, H. G. and Hull, T. S., 1989. The Role of Analytical Geornechanics in Foundation Engineering.“ ASCE Proceedings of Congress on Foundation Engineering.’ Current Principles and Practices, Vol. 1, Evanston, IL.

    Google Scholar 

  • PR:Akash, S., 1981. Soil Dynamics,McGraw-Hill, New York.

    Google Scholar 

  • Pnakash,S. and Basvanna, B. M., 1969. “Earth Pressure Distribution Behind Retaining Walls During Earthquakes,” ’ Proceedings Fourth World Conference on Earthquake Engineering, Vol’ 3, Santiago, Chile.’

    Google Scholar 

  • Ranrine, W. J. M., 1857. On the Stability of Loose Earth.“ Transactions of the Royal Society, Vol. 147.

    Google Scholar 

  • Rehnman, S. E. and Broms,B. B:, 1972.“Lateral Pressures on Basement Wall. Results from Full-Scale ` Tests.” Proceedings 5th European Conference on Soil Mechanics, Madrid:

    Google Scholar 

  • Richards, R. and Elms, D. G., 1979. “Seismic Behavior of Gravity Retaining Walls.” ASCE Journal of Geotechnical Engineering, Vol. 105, No 4.

    Google Scholar 

  • Rocker, J.,1985. Handbook for Marine Geoteehnical Engineering,U.S. Navy Civil Engineering Laboratory, Port Hueneme, CA.

    Google Scholar 

  • Rowe, P. W., 1954. “A Stress-Strain Theory for Cohesionless Soil with Applications to Earth Pressures at Rest and Moving Walls.” Geotechniques, Vol. 4, No. 2.

    Google Scholar 

  • Pierce, F. C. and Calabretta, V., 1978. “Unique Rowe. P. W. and Peaker, K., 1965. ”Passive Challenges Associated with Marine Struc- Earth Pressure Measurements.“ Geotech- tures in New England.” ASCE Journal of the nique, Vol. 15,` No 1. Geotechnical Aspects of Soil-Structure Interaction Design Considerations

    Google Scholar 

  • Sandegren, E., Sahlstrom, D. D., And Stille, H., 1972. “Behavior of Anchored Sheet Pile Wall Exposed to, Frost Action” Proceedings 5th European Conference on Soil Mechanics, Madrid.

    Google Scholar 

  • Saran, S., Garg, K. G., and Bhandari, R. K., 1992. “Retaining Wall with Reinforced Cohesionless Backfill,” ASCE Journal of Geochem-ical Engineering, Vola 118, No 12.

    Google Scholar 

  • Saxena, S. K. and Reddy, R. K., 1987. “Mechanical Behavior of Cemented Sands.” Report No IIT-CE-8701. Department of Civil Engineering, Illinois Institute of Technology, Chicago.

    Google Scholar 

  • Saxena S. K., Reddy, K R., and Avramidis, A. S., 1988. ‘liquefaction Resistance of Artificially Cemented Sand.“ ASCE Journal of Geotechnical Engineering, Vol. 114, No. 12.

    Google Scholar 

  • Schnabel, P. B. and Lysmer, J., 1972. “Shad -A Computer Program for Earthquake Re sponse Analysis of Horizontally Layered Sites.” Report No. Eerc 72–12,’ Earthquake Engineering Research Institute, University of California, Berkeley.

    Google Scholar 

  • Schofield, A. N., 1961. The Development of Lateral Force of Sand Against the Vertical Face of a Rotating Model Foundation:“ Proceedings 5th International Conference on Soil Mechanics and Foundation Engineering, Paris, Vol. 2.

    Google Scholar 

  • Scott, R. F., 1987. “Failure. The Rankine Lecture.” Geotechnique, Vol. 37, No 4.

    Google Scholar 

  • Seed,’ H. B., 1987. “Design’ Problems in Soil Liquefaction.” Asce Journal of Geotechnical Engineering, Vol. 113, No 8.

    Google Scholar 

  • Seed, H. B. and ‘Duncan, J. M. 1985. “FE Analyses: Compaction-Induced Stresses and Deformations.” Journal of Geotechnical Engineering, Vol. 112, No 1.

    Google Scholar 

  • Seed, H. B. and Imuss, I. M., 1971. “Simplified Procedure for Evaluating Soil Liquefaction Potential.” ASCE Journal of Soil Mechanics and Foundation Division’, Vol. 97, No SM9.

    Google Scholar 

  • Seed, H. B. and Idriss, I. M., 1982. Ground Motions and Soil Liquefaction During Earthquakes, Earthquake Engineering Research Institute, Berkeley, CA.

    Google Scholar 

  • Seed, H. B. and LEE, K. T., 1966. “Liquefaction of Saturated Sands During Cyclic Loading.” ASCE Journal of Soil Mechanics and Foundation Division, Vol. 94, No. SM2.

    Google Scholar 

  • Seed, H. B. and Whitman, R. V., 1970. “Design of Earth Retaining Structures for Dynamic Loads.” Proceedings ASCE Specialty Conference on Lateral Stresses in the Ground and Design of Earth Retaining Structures, Ithaca, NY.’

    Google Scholar 

  • Seed, H. B., Idriss, I. M., and Arango, I., 1983. “Evaluation of Liquefaction Potential using Field Performance Data” ASCE Journal of Geotechnical Engineering Division, No GT3.

    Google Scholar 

  • Sxerif, M. A. and Fang, Y. S., 1984. “Dynamic Earth Pressures on Walls Rotating about the Top. Soils and Foundations,Vol. 24, No 4.

    Google Scholar 

  • Sherif, M. A., Ishibashi, I., and LEE, C. D.,’ 1982. “Earth Pressure Against Rigid Retaining Walls.” ASCE Journal of Geotechnical Engineering Division, Vol. 108, No GT5.

    Google Scholar 

  • Sherif, M. M. and Maceey, R. D.; 1977. “Pressures on Retaining Wall with Repeated Loading.” ASCE Journal Geotechnical Engineering Division, Vol: 103, No 11.

    Google Scholar 

  • Shulman, S. G., 1987. Seismic Pressure ’ ‘o Water on Hydraulic Structures, AA Balkuna, Rotterdam.

    Google Scholar 

  • Siddharthan, R. and Norris, G. M., 1991. Japanese Society for Soil Mechanics and Foundation Engineering, Soils and Foundations, Vol. 31, No 2.

    Google Scholar 

  • Smirnov, G. N., Gorunov, B. ‘F., Kurlovich, E. B., Levachov, S. N., and Sidorova, A G., 1979. Ports and Port Related: Structures, Stroyisdat Publishing House; Moscow (in Russian).

    Google Scholar 

  • Smith, I. M., 1988. “Geotechnical Aspects of the Use of Computers in Engineering: A Personal View.” Proceedings Institute of Civil Engineers, Part 1, London.

    Google Scholar 

  • Snip II-U.10–65, 1966. Retaining Walls ` for Marine Construction,,Gosstroy, Moscow, (in Russian).

    Google Scholar 

  • Sokolowski, V. V., 1965. Statics of Granular Media, Pergamon Press, London (translated from Russian).

    Google Scholar 

  • Solymar, Z. V., 1984. “Compaction of Alluvial Sands by Deep Blasting.” Canadian Geotechnical Journal, Vol. 21, No. 2.

    Google Scholar 

  • Solymar, Z. V. and Reed, D. J., 1986. “A Comparison of Foundation Compaction Techniques.” Canadian Geotechnical Journal, Vol. 23, No. 3.

    Google Scholar 

  • Geotechnical Aspects of Soil-Structure Interaction Design Considerations

    Google Scholar 

  • Solymar, Z. V., Iloabachie, B. C., Gupta, R. C., and Williams, L. R., 1984. “Earth Foundation Treatment at Jebba Dam Site.” ASCE Journal of Geotechnical Engineering, Vol. 110, No GT10.

    Google Scholar 

  • Sonu, C. J., ITO, K., and OIsm, H., 1993. “Harry Seed, Liquefaction and the Gravel Drain.” Asce Civil Engineering, December.

    Google Scholar 

  • Sowers, G. F., Robb, A. D., Mullis, C. H., and Glenn, A. J., 1957. The Residual Lateral Pressures Produced by Compacting Soils.“ Proceedings, 4th International Conference on Soil Mechanics and Foundation Engineering, London.

    Google Scholar 

  • Sprangler, M. G., 1938. “Horizontal Pressures on Retaining Walls Due to Concentrated Surface Loads.” Iowa Engineering Experimental Station, Bulletin No 140.

    Google Scholar 

  • Steedman, R. S. and’ Zeng, K., 1990. “The Seismic Response of Waterfront Retaining Walls.” Asce Proceedings of Specialty Conference on Design and Performance of Earth Retaining Structures, Cornell University,’ Ithaca, NY.

    Google Scholar 

  • Stocoe, K. H. and Nazarian, S., 1985. Use of Rayleigh Waves in Liquefaction Studies.“ Measurement and Use of Shear Wave Velocity for Evaluating Dynamic Soil Properties, Woods, R. D. (ed.),ASCE, Denver, CO.

    Google Scholar 

  • Symons, I. F. and Wilson, D. S., 1972. “Measurement of Earth Pressures in Pulverized Fuel Ash Behind a Rigid Retaining Wall. Proc. Fifth European Conf. on Soil Mechanics (1), Madrid.

    Google Scholar 

  • Taylor, D. W., ‘1948. Fundamentals of Soil Me-chanics,John Wiley and Sons, New York.

    Google Scholar 

  • Terzaghi, K., ‘1932. “Record’ Earth Pressure Testing Machine ” Engineering News Record,September 29 (109).

    Google Scholar 

  • Terzaghi, K, 1934: “Large Retaining Wall Test. Engineering News Record,Feb. 1, 22; March 8, 20; April 19.

    Google Scholar 

  • Terzaghi, K., 1943. ’ Theoretical Soil Mechanics, John Wiley and Sons, New York.

    Google Scholar 

  • Terzaghi, K., 1948. “Foreword.” Geotechnique, Vol. 1, No. 1.

    Google Scholar 

  • Terzaghi, K., 1951. Lecture on Soil Mechanics and Foundation Engineering. Given at the Building Research Congress, London.

    Google Scholar 

  • Tokimatsu, K. and Seed, H. B., 1986. “Evaluation of Settlements in Sands Due to Earth-quake Shaking Asce Journal of Geotechnical Engineering,Vol. 113, No 8.

    Google Scholar 

  • Tokimatsu K., Yamazaxi, ‘T., and Yosm II, Y., 1986. “Soil Liquefaction Evaluations by Elastic Shear Moduli.” Soils and Foundations, No. 26(1).

    Google Scholar 

  • Townsend, F. C., 1977. “Review of Factors Affecting Cyclic Triaxial Tests. ASTM Proceedings Symposium Dynamic Geotechnical Testing.

    Google Scholar 

  • Tschebotarioff, G. P., 1973. Foundations, Retaining and Earth Structures. McGraw-Hill Book Company, New York.

    Google Scholar 

  • Tsinker, G. P., 1972. “Rational Design of Anchor Piles with Widenings at the Ends for Anchored Sheet-Pile Bulkheads.” Thesis presented to Odessa Institute of Civil Engineers, at Odessa, USSR in partial fulfillment of the requirements for the degree of Doctor of Philosophy (in Russian).

    Google Scholar 

  • Tsinker, G. P., 1983. “Anchored Sheet Pile Bulkheads: Design Practice.” ASCE Journal of Geotechnical Engineering, Vol. 109, No GT8.

    Google Scholar 

  • Tsinker, G. P., 1988. “Pile Jetting.” ASCE Journal of Geotechnical Engineering, Vol. 114, No GT3.

    Google Scholar 

  • Tsinker, G. P., 1995. Marine Structures Engineering: Specialized Applications, Chapman and Hall, New York.

    Google Scholar 

  • U.S. Army` Corps OF Engineers, 1961. Retaining Walls, Engineering and Design Manual,EM1110–2–2502, Department of the Army, Washington, DC.

    Google Scholar 

  • U.S. Army Corps Of Engineers, 1970. Laboratory Soil Testing, EM110–2–1906,’ Department of the Army, Washington, DC.

    Google Scholar 

  • Vair, Y. P. and Thomas, J,1995. “Liquefaction and Post-Liquefaction Behavior of Sand. Asce Journal of Geotechnical Engineering,Vol. 121, No. GT2.

    Google Scholar 

  • Vair, Y. P., Chern, J C., and Tumi, H., 1985. “Confining Pressure, Grain Angularity, and Liquefaction.” Asce Journal of Geotechnical Engineering,Vol. 111, No. GT10.

    Google Scholar 

  • Wang, W. L. and Yen, B. C., 1974. “Soil Arching in Slopes.” ASCE Journal of the Geotechnical Division, Vol. 100, No. GT1.

    Google Scholar 

  • Weiler, W. A., JR. and Kulhawy, F. H., 1978. “Behavior of Stress Cells in Soil.” Geotechni-cal Engineering Report 78–2, Niagara Mohawk Power Corp., Syracuse University, Ithaca, NY.

    Google Scholar 

  • Weiler, W. A.,JR. and Kulhawy, F. H., 1979. “Factors Affecting Stress Cell Measurements in Soil. ASCE Conf., Atlanta.

    Google Scholar 

  • Werner, P. W. and Sundquist, K. J., 1943. “On Hydrodynamic earthquake effects,” Transactions American Geophysical Union, Vol. 30.

    Google Scholar 

  • Westergaard, H. M., 1933. “Water pressures on dams during earthquake.” Transactions of the ASCE, Vol. 98.

    Google Scholar 

  • Whiteneck, L. L. and Hockney, L. A., 1989. Structural Materials for Harbor and Coastal Engineering,McGraw-Hill Book Company,’ New York.

    Google Scholar 

  • Whitman, R. V.,’ 1984. “Evaluating Calculated Risk in Geotechnical Engineering.” ASCE Journal of Geotechnical Engineering Division, Vol. 110, No. GT2.

    Google Scholar 

  • Whitman, R. V., 1990: “Seismic Design of Gravity Retaining Walls.” ASCE ProceedingsSpecialty Conference on Design and Performance of Earth Retaining Structures, Cornell University, Ithaca, NY.

    Google Scholar 

  • Winterkorn, H. F. and Fang, H Y. 1975. Foundation Engineering Handbook, Van Nostrand Reinhold Co., New York.

    Google Scholar 

  • Wood, J. H., _1973: “Earthquake-Induced Soil Pressures on Structures.” Report No Eerl 73–05, Earthquake Engineering Research Lab., California Institute of Technology, Pasadena.

    Google Scholar 

  • Wu, T. H., 1966. Soil Mechanics, Allyn and Bacon, Boston.

    Google Scholar 

  • Young, A. G., 1991. “Marine Foundations Stud-ies.”_Handbook of Coastal and Ocean Engi-neering, Vol. 2. Herbich, J. B. (ed.), Gulf Publishing Company, Houston, TX.

    Google Scholar 

  • Zangar, C. N., 1953. “Hydrodynamic pressures on dams due to horizontal earthquakes, Pro-ceedings of Experimental Stress Analysis,Vol.10.

    Google Scholar 

Download references

Authors
  1. Gregory P. Tsinker Ph.D., P.E.
    View author publications

    You can also search for this author in PubMed Google Scholar

Rights and permissions

Reprints and permissions

Copyright information

© 1997 Springer Science+Business Media Dordrecht

About this chapter

Cite this chapter

Tsinker, G.P. (1997). Geotechnical Aspects of Soil — Structure Interaction Design Considerations. In: Handbook of Port and Harbor Engineering. Springer, Boston, MA. https://doi.org/10.1007/978-1-4757-0863-9_4

Download citation

  • DOI: https://doi.org/10.1007/978-1-4757-0863-9_4

  • Publisher Name: Springer, Boston, MA

  • Print ISBN: 978-1-4757-0865-3

  • Online ISBN: 978-1-4757-0863-9

  • eBook Packages: Springer Book Archive

Publish with us

Policies and ethics

Search

Navigation