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ASTM Selected Technical Papers
Laterally Loaded Deep Foundations: Analysis and Performance
By
JA Langer,
JA Langer
1
Gannett Fleming Geotechnical Engineers, Inc.
, Harrisburg, PA
. 17105, symposium chairman and coeditor
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CD Thompson
CD Thompson
3
Trow Ltd.
?editor
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ISBN-10:
0-8031-0207-0
ISBN:
978-0-8031-0207-1
No. of Pages:
265
Publisher:
ASTM International
Publication date:
1984
eBook Chapter
A New Solution for the Resistance of Single Piles to Lateral Loading
By
R Pyke
,
R Pyke
1
Principal and research associate
, Telegraph Avenue Geotechnical Associates
, Berkeley, Calif. 94705
.
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M Beikae
M Beikae
1
Principal and research associate
, Telegraph Avenue Geotechnical Associates
, Berkeley, Calif. 94705
.
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Page Count:
18
-
Published:1984
Citation
Pyke, R, & Beikae, M. "A New Solution for the Resistance of Single Piles to Lateral Loading." Laterally Loaded Deep Foundations: Analysis and Performance. Ed. Langer, J, Mosley, E, & Thompson, C. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959 : ASTM International, 1984.
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A new analytical solution for the resistance of a horizontal slice through a pile to lateral loading is presented. The solution assumes that a pile is surrounded by an infinite elastic medium, but it allows for the tendency of this medium to separate from the back of the pile. Procedures for determining Young's modulus for various soils are given and comparisons of the overall results are made with previously published results.
References
1.
Poulos
, H. G.
, “Behavior of Laterally Loaded Piles: I—Single Piles
,” Proceedings of the American Society of Civil Engineers
0097-417X, Vol. 97
, No. SM5
, 05
1971
, pp. pp. 711-731.2.
Faruque
, M. O.
and Desai
, C. S.
, “3-D Material and Geometric Nonlinear Analysis of Piles
,” Proceedings of the 2nd International Conference on Numerical Methods in Offshore Piling
, University of Texas
, Austin, Tex.
, 04
1982
.3.
Poulos
, H. G.
, “Single Pile Response to Cyclic Lateral Load
,” Proceedings of the American Society of Civil Engineers
0097-417X, Vol. 108
, No. GT3
, 03
1982
, pp. 355-376.4.
Poulos
, H. G.
and Davis
, E. H.
, Pile Foundation Analysis and Design
, Wiley
, New York
, 1980
.5.
Terzaghi
, K.
, “Evaluation of Coefficients of Subgrade Reaction
,” Geotechnique
0016-8505, Vol. 5
, No. 4
, 12
1955
, pp. 297-326.6.
Vesic
, A. S.
, “Bending of Beam Resting on Isotropic Elastic Solid
,” Proceedings of the American Society of Civil Engineers
0097-417X, Vol. 87
, No. EM2
, 03
1961
, pp. 35-53.7.
Broms
, B. B.
, “Lateral Resistance of Piles in Cohesive Soils
,” Proceedings of the American Society of Civil Engineers
0097-417X, Vol. 90
, No. SM2
, 03
1964
, pp. 27-63.8.
McClelland
, B.
and Focht
, J. A.
, “Soil Modulus of Laterally Loaded Piles
,” Transactions of the American Society of Civil Engineers
0066-0604, Vol. 123
, 1958
, pp. 1049-1063.9.
Matlock
, H.
, “Correlations for the Design of Laterally Loaded Piles in Soft Clay
,” Paper No. 1204, Offshore Technology Conference
, Dallas, TX
, 1970
.10.
Skempton
, A. W.
, “The Bearing Capacity of Clays
,” Proceedings of the Building Research Congress
, Division 1, Part 3, London
, 1981
, pp. 180-189.11.
Reese
, L. C.
and Cox
, W. R.
, “Field Testing and Analysis of Laterally Loaded Piles in Stiff Clay
,” Paper No. 2312, Offshore Technology Conference
, Houston
, 1975
.12.
Reese
, L. C.
, Cox
, W. R.
, and Koop
, F. D.
, “Analysis of Laterally Loaded Piles in Sand
,” Paper No. 2080, Offshore Technology Conference
, Dallas, TX
, 1974
.13.
Stevens
, J. B.
and Audibert
, J. M. E.
, “Re-examination of p-y Curve Formulations
,” Paper No. 3402, Offshore Technology Conference
, Dallas, TX
, 1979
.14.
Sullivan
, W. R.
, Reese
, L. C.
, and Fenske
, C. W.
, “Unified Methods for Analysis of Laterally Loaded Piles in Clay
,” Numerical Methods in Offshore Piling
, Institute of Civil Engineers
, London
, 1980
.15.
Scott
, R. F.
, “Analysis of Centrifuge Pile Tests
,” Report of American Petroleum Institute
, Dallas, Tex., 06
1980
.16.
Scott
, R. F.
, Foundation Analysis
, Prentice-Hall, Inc.
, Englewood Cliffs, N. J.
, 1981
.17.
Baguelin
, F.
, Frank
, R.
, and Said
, Y. H.
, “Theoretical Study of Lateral Reaction Mechanism of Piles
,” Geotechnique
0016-8505, Vol. 27
, No. 3
, 09
1977
, pp. 405-434.18.
Yegian
, M.
and Wright
, S. G.
, “Lateral Soil Resistance-Displacement Relationships for Pile Foundations in Soft Clay
,” Paper No. 1893, Offshore Technology Conference
, Dallas, TX
, 1973
.19.
Thompson
, G. R.
, “Application of the Infinite Element Method to the Development of p-y Curves for Saturated Clays
,” M. S. thesis, University of Texas
, Austin, 1977
.20.
Muskhelishvili
, N. I.
, Some Basic Problems of the Mathematical Theory of Elasticity
, translated by J. R. M. Radok, Erven P. Noordhoff, N. V., Groningen, the Netherlands
, 1963
.21.
Beikae
, M.
, “A New Solution for the Stresses and Displacements Caused by Lateral Loading of a Pile
,” Technical Note TAGA 82-02, Telegraph Avenue Geotechnical Associates
, Berkeley, Calif.
, Nov., 1982.22.
Lacasse
, S.
and Andersen
, K. H.
, “Effect of Load Duration on Undrained Behaviour of Clay and Sand; Summary
,” Internal Report No. 40007-4, Norwegian Geotechnical Institute
, Oslo, Norway, 1979
.23.
Sullivan
, R. A.
, “North Sea Foundation Investigation Techniques
,” Marine Geotechnique
, Vol. 4
, No. 1
, 1980
, pp. 1-30.24.
Koutsoftas
, D. C.
and Fischer
, J. A.
, “Dynamic Properties of Two Marine Clays
,” Proceedings of the American Society of Civil Engineers
0097-417X, Vol. 106
, No. GT6
, 06
1980
, pp. 645-657.25.
Andersen
, K. H.
, Pool
, J. H.
, Brown
, S. F
, and Rosenbrand
, W. F.
, “Cyclic and Static Laboratory Tests on Drammer Clay
,” Proceedings of the American Society of Civil Engineers
0097-417X, Vol. 106
, No. GT5
, 05
1980
, pp. 499-529.26.
Foott
, R.
and Ladd
, C. C.
, “Undrained Settlement of Plastic and Organic Clays
,” Proceedings of the American Society of Civil Engineers
0097-417X, Vol. 107
, No. GT8
, 08
1981
, pp. 1079-1094.27.
Duncan
, J. M.
, Byrne
, P.
, Wong
, K. S.
, and Mabry
, P.
, “Strength, Stress-Strain and Bulk Modulus Parameters for Finite Element Analyses of Stresses and Movements in Soil Masses
,” Report No. UCB/GT/80-01, University of California
, Berkeley, 08
1980
.28.
Byrne
, P. M.
and Eldridge
, T. L.
, “A Three Parameter Dilatant Elastic Stress-Strain Model for Sand
,” Proceedings of the International Symposium on Numerical Models in Geomechanics
, Balkema, Rotterdam
, 09
1982
, pp. 73-80.29.
Anderson
, D. G.
, “Dynamic Modulus of Cohesive Soils
,” Report No. UMEE-74RZ, University of Michigan
, Ann Arbor, 06
1974
.30.
Seed
, H. B.
and Idriss
I. M.
, “Soil Moduli and Damping Factors for Dynamic Response Analyses
,” Report No. EERC 70-10, University of California
, Berkeley, 12
1970
.
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