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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
Description
Contains information on recent advances in the analysis, design, and performance of laterally loaded piles. Includes the results of field tests on piles subjected to various conditions. Also discusses methods to determine appropriate soil properties.
Langer, J, Mosley, E, & Thompson, C.
Laterally Loaded Deep Foundations: Analysis and Performance. ISBN-10: 0-8031-0207-0
ISBN: 978-0-8031-0207-1
No. of Pages: 265
ISBN (electronic): 978-0-8031-4901-4
Publisher: ASTM International
Published: 1984
Download citation file:
Table of Contents
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IntroductionByJA LangerJA Langer1Gannett Fleming Geotechnical Engineers, Inc.,Harrisburg, PA.17105, symposium chairman man and coeditorSearch for other works by this author on:
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A New Solution for the Resistance of Single Piles to Lateral LoadingByR Pyke,R Pyke1Principal and research associate,Telegraph Avenue Geotechnical Associates,Berkeley, Calif. 94705.Search for other works by this author on:M BeikaeM Beikae1Principal and research associate,Telegraph Avenue Geotechnical Associates,Berkeley, Calif. 94705.Search for other works by this author on:
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Horizontal Subgrade Modulus of Granular SoilsByK Habibagahi,K Habibagahi1Chief soils engineer and senior geotechnical engineer, respectively,Gannett Fleming Geotechnical Engineers, Inc.,Harrisburg, PA 17105.Search for other works by this author on:JA LangerJA Langer1Chief soils engineer and senior geotechnical engineer, respectively,Gannett Fleming Geotechnical Engineers, Inc.,Harrisburg, PA 17105.Search for other works by this author on:
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Microcomputer Analysis of Laterally Loaded PilesByRL SoggeRL Sogge1Principal engineer,Desert Earth Engineering,524 N. 6th Ave., Tucson, Ariz. 85705.Search for other works by this author on:
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On the Torsional Stiffness of Rigid Piers Embedded in Isotropic Elastic SoilsByAPS SelvaduraiAPS Selvadurai1Professor and chairman of civil engineering,Carleton University,Ottawa, Ontario,.CanadaK1S 5B6Search for other works by this author on:
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Analysis of a Pile Group Under Lateral LoadingByLC Reese,LC Reese1The Nasser I. A. Rashid chair and associate professor of civil engineering, respectively,University of Texas,Austin, Tex. 78712.Search for other works by this author on:SG Wright,SG Wright1The Nasser I. A. Rashid chair and associate professor of civil engineering, respectively,University of Texas,Austin, Tex. 78712.Search for other works by this author on:RP AuroraRP Aurora2Marathon Oil United Kingdom,London,.EnglandSearch for other works by this author on:
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Generalized Behavior of Laterally Loaded Vertical PilesBySM GleserSM Gleser1Retired,3604 Lansdowne Ave., Cincinnati, OH 45236.Search for other works by this author on:
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Laterally Loaded Piles and the Pressuremeter: Comparison of Existing MethodsByJ-L Briaud,J-L Briaud1Associate professor and graduate student, respectively, Civil Engineering Department,Texas A&M University,College Station, Tex. 77843.Search for other works by this author on:T Smith,T Smith1Associate professor and graduate student, respectively, Civil Engineering Department,Texas A&M University,College Station, Tex. 77843.Search for other works by this author on:B MeyerB Meyer2Supervising engineer,McClelland Engineers, Inc.,6100 Hillcroft Ave., Houston, Tex. 77081.Search for other works by this author on:
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Simplified Elastic Continuum Applied to the Laterally Loaded Pile Problem—Part 1: TheoryByJS HorvathJS Horvath1Project engineer,Woodward-Clyde Consultants, Inc.,1250 Broadway, Suite 1500,New York, N.Y. 10001. andadjunct associate professor,Columbia University, School of Engineering and Applied Science, Department of Civil Engineering and Engineering Mechanics,New York, N.Y. 10027.Search for other works by this author on:
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Lateral-Load Tests on 25.4-mm (1-in.) Diameter Piles in Very Soft Clay in Side-by-Side and In-Line GroupsByWR Cox,WR Cox1Senior consultant,McClelland Engineers, Inc.,Houston, Tex. 77274.Search for other works by this author on:DA Dixon,DA Dixon2Chief engineer,Amco Exploration Co.,London,.EnglandSearch for other works by this author on:BS MurphyBS Murphy3Staff research engineer,Amco Production Co.,Tulsa, Okla.Search for other works by this author on:
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Lateral-Load Tests on Drilled Pier Foundations for Solar Plant Heliostats
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Suggested Procedure for Conducting Dynamic Lateral-Load Tests on Piles
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Lateral-Load Test of an Aged Drilled ShaftByLD Johnson,LD Johnson1Research civil engineer,U.S. Army Engineer Waterways Experiment Station,Vicksburg, Miss. 39180.Search for other works by this author on:J-L Briaud,J-L Briaud2Associate professor, Department of Civil Engineering,Texas A&M University,College Station, Tex.Search for other works by this author on:WR StromanWR Stroman3Project engineer,U.S. Army Engineer District,Fort Worth, Tex.Search for other works by this author on:
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Finite-Element Analysis of Drilled Piers Used for Slope StabilizationByMW Oakland,MW Oakland1Graduate research assistant and associate professor, respectively, Civil Engineering Department,Purdue University,West Lafayette, Ind. 47907.Search for other works by this author on:JA ChameauJA Chameau1Graduate research assistant and associate professor, respectively, Civil Engineering Department,Purdue University,West Lafayette, Ind. 47907.Search for other works by this author on:
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Helical Anchor Piles Under Lateral LoadingByVK Puri,VK Puri1Assistant professor, Department of Civil and Environmental Engineering,Polytechnic Institute of New York,Brooklyn, NY 11201.Search for other works by this author on:RW Stephenson,RW Stephenson2Professor, Department of Civil Engineering,University of Missouri at Rolla,Rolla, MO 65401.Search for other works by this author on:E Dziedzic,E Dziedzic3A. B. Chance Company,210 N. Allen St., Centralia, MO 65240.Search for other works by this author on:L GoenL Goen3A. B. Chance Company,210 N. Allen St., Centralia, MO 65240.Search for other works by this author on:
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Testing and Analysis of Two Offshore Drilled Shafts Subjected to Lateral LoadsByJH Long,JH Long1Graduate research assistant and The Nasser I. Al Rashid chair, respectively,University of Texas at Austin,Crockrell Hall 6.2, Austin, Tex. 78712.Search for other works by this author on:LC ReeseLC Reese1Graduate research assistant and The Nasser I. Al Rashid chair, respectively,University of Texas at Austin,Crockrell Hall 6.2, Austin, Tex. 78712.Search for other works by this author on:
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Design of Laterally Loaded Displacement Piles Using a Driven PressuremeterByPK Robertson,PK Robertson1NSERC University research fellow, and professor and head of Civil Engineering Department, respectively,University of British Columbia,2075 Wesbrook Place, Vancouver, B.C.,.CanadaV6T 1W5Search for other works by this author on:JMO Hughes,JMO Hughes2Consulting engineer, Vancouver, B.C.,.CanadaSearch for other works by this author on:RG Campanella,RG Campanella1NSERC University research fellow, and professor and head of Civil Engineering Department, respectively,University of British Columbia,2075 Wesbrook Place, Vancouver, B.C.,.CanadaV6T 1W5Search for other works by this author on:A SyA Sy3Engineer,Klohn Leonoff Ltd.,10180 Shellbridge Way, Richmond, B.C.,.CanadaSearch for other works by this author on:
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SummaryByET Mosley,ET Mosley1Raamot Associates,New York, NY 10121;symposium cochairman and editorSearch for other works by this author on:CD ThompsonCD Thompson2Trow Ltd.,Rexdale, Ontario,;CanadaM9V 3Y8symposium cochairman and editorSearch for other works by this author on:
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© 1984
ASTM International
