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Volumn 31, Issue 9, 2007, Pages 1117-1145

A modulus-multiplier approach for non-linear analysis of laterally loaded pile groups

Author keywords

Finite element analysis; Group effect; Group pile p y curve; Laterally loaded pile group; Modulus multiplier; Pile to pile interaction

Indexed keywords

COMPUTATIONAL GEOMETRY; FINITE ELEMENT METHOD; MECHANICAL TESTING; NONLINEAR ANALYSIS; THREE DIMENSIONAL;

EID: 34547598790     PISSN: 03639061     EISSN: 10969853     Source Type: Journal    
DOI: 10.1002/nag.582     Document Type: Article
Times cited : (13)

References (27)
  • 1
    • 0019581419 scopus 로고
    • The response of flexible piles to lateral loading
    • Randolph MF. The response of flexible piles to lateral loading. Geotechnique 1981; 31(2):247-259.
    • (1981) Geotechnique , vol.31 , Issue.2 , pp. 247-259
    • Randolph, M.F.1
  • 5
    • 0029416488 scopus 로고
    • Lateral response of three-row groups in loose to dense sands at 3D and 5D pile spacing
    • Mcvay M, Casper R, Shang TI. Lateral response of three-row groups in loose to dense sands at 3D and 5D pile spacing. Journal of Geotechnical Engineering (ASCE) 1995; 121(5):436-441.
    • (1995) Journal of Geotechnical Engineering (ASCE) , vol.121 , Issue.5 , pp. 436-441
    • Mcvay, M.1    Casper, R.2    Shang, T.I.3
  • 8
    • 20444368425 scopus 로고    scopus 로고
    • Assessment of existing methods for predicting soil response of laterally loaded piles in sand
    • Fan CC, Long JH. Assessment of existing methods for predicting soil response of laterally loaded piles in sand. Computers and Geotechnics 2005; 32(4):274-289.
    • (2005) Computers and Geotechnics , vol.32 , Issue.4 , pp. 274-289
    • Fan, C.C.1    Long, J.H.2
  • 16
    • 85023958712 scopus 로고
    • Lateral pile-group interaction factors for free-headed pile groups in sand from full-scale experiments, No. UHCE86-12, Department of Civil Engineering, University of Houston, Houston, TX
    • Ochoa M, O'Neill MW. Lateral pile-group interaction factors for free-headed pile groups in sand from full-scale experiments. Research Report No. UHCE86-12, Department of Civil Engineering, University of Houston, Houston, TX, 1986.
    • (1986) Research Report
    • Ochoa, M.1    O'Neill, M.W.2
  • 21
    • 0008668917 scopus 로고
    • Geotechnical Engineering Center, Department of Civil Engineering, The University of Texas at Austin, Austin, TX
    • Sullivan WR, Reese LC. Documentation of Computer Program COM624. Geotechnical Engineering Center, Department of Civil Engineering, The University of Texas at Austin, Austin, TX, 1980.
    • (1980) Documentation of Computer Program COM624
    • Sullivan, W.R.1    Reese, L.C.2
  • 23
    • 0008318939 scopus 로고
    • Behavior of a large-scale pile group subjected to cyclic lateral loading, GR85-12, The University of Texas at Austin, TX
    • Brown DA, Reese LC. Behavior of a large-scale pile group subjected to cyclic lateral loading. Geotechnical Engineering Report GR85-12, The University of Texas at Austin, TX, 1985.
    • (1985) Geotechnical Engineering Report
    • Brown, D.A.1    Reese, L.C.2
  • 26
    • 34547604808 scopus 로고    scopus 로고
    • Woodward-Clyde Consultants. Results and Interpretation of Pile Driving Effects Test Program-Locks And Dam 26. U.S. Army Corps of Engineers, St. Louis District, 1981.
    • Woodward-Clyde Consultants. Results and Interpretation of Pile Driving Effects Test Program-Locks And Dam 26. U.S. Army Corps of Engineers, St. Louis District, 1981.


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.