Response of piles due to lateral slope movement

Computers and Structures

Volumn 83, Issue 8-9, 2005, Pages 588-598

  Martin, G R ^a   Chen, C Y ^b,c  

^a UNIVERSITY OF SOUTHERN CALIFORNIA   (United States)

^b NATIONAL SCIENCE AND TECHNOLOGY CENTER FOR DISASTER REDUCTION   (Taiwan)

^c NONE   (Taiwan)

Author keywords

Finite difference; Lateral soil movement; Passive pile; Pile groups; Soil pile interaction; Three dimensional analysis

Indexed keywords

ELASTIC MODULI; EMBANKMENTS; FAILURE ANALYSIS; FINITE DIFFERENCE METHOD; FOUNDATIONS; KINEMATICS; SOIL STRUCTURE INTERACTIONS; STIFFNESS; STRUCTURAL LOADS;

LATERAL SOIL MOVEMENT; PASSIVE PILE; PILE GROUPS; SOIL-PILE INTERACTION; THREE-DIMENSIONAL ANALYSIS;

PILES;

EID: 13844266800     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compstruc.2004.11.006     Document Type: Article

References (24)

1. Bathe KJ. ADINA, automatic dynamic incremental nonlinear analysis. Users Manual, ADINA R&D; 1996
2. J.B. Berrill, S.A. Christensen, R.J. Keenan, W. Okada, and J.R. Pettinga Lateral-spreading loads on a piled bridge foundation Seismic behaviour of ground and geotechnical structures 1997 Balkema Rotterdam 173 183
3. Carrubba P, Maugeri M, Motta E. Esperienze in vera grandezza sul comportamento di pali per la stabilizzaaione di un pendio. In: Proceedings of the XVII Convegno Nazionale di Geotechica, vol. 1. Italiana: Assn. Geotec.; 1989. p. 81-90
4. L.T. Chen, and H.G. Poulos Piles subjected to lateral soil movements J Geotech Geoenviron Eng, ASCE 123 9 1997 802 811
5. Chen CY. Numerical analysis of slope stabilization concepts using piles. PhD thesis, University of Southern California; 2001
6. Horikoshi K, Ohtsu H. Investigation of PC piles damaged by the Hyogoken-Nanbu earthquake. In: Proceedings of the 31st Japan National Conference on Geotechnical Engineering, vol. 1. 1996. p. 1227-8
7. 3D. Fast Lagrangian analysis of continua in 3-dimensions. Version 2.0, Manual, Minneapolis, MN: Itasca; 1997
8. M. Kimura, and F. Zhang Seismic evaluations of pile foundations with three different methods based on three-dimensional elasto-plastic finite element Soils Found 40 5 2000 113 132
9. Meyersohn WD, O'Rourke TD, Miura F. Lateral spread effects on reinforced concrete pile foundations. In: Fifth US-Japan workshop on earthquake disaster prevention for lifeline system, Tsukuba, Japan, October 26-30, 1992
10. PAR, pile analysis routines. Users Manual, San Francisco, CA: PMB Engineering, Inc.; 1995
11. H.G. Poulos Behavior of laterally loaded piles: I-single piles J Soil Mech Found Div, ASCE 97 SM5 1971 711 731
12. H.G. Poulos Behavior of laterally loaded piles: II-pile groups J Soil Mech Found Div, ASCE 97 SM5 1971 733 751
13. H.G. Poulos Analysis of piles in soil undergoing lateral movement J Soil Mech Found Div, ASCE 99 SM5 1973 391 405
14. H.G. Poulos Design of reinforcing piles to increase slope stability Can Geotech J 32 1995 808 818
15. Reese LC, Wang ST, Awoshika K, Lam PHF. Documentation of Computer Program GROUP. Version 2.0; 1990
16. L.C. Reese, S.T. Wang, and J.L. Fouse Use of drilled shafts in stabilizing a slope Stability and performance of slopes and embankments-II Geotechnical special publication no. 31 vol. 2 1992 ASCE 1318 1332
17. Reese LC, Wang TS. Documentation of Computer Program LPILE. Version 4.0, Austin, TX: Ensoft, Inc.; 1993
18. Y. Sasaki, I. Towhata, K.I. Tokida, K. Yamada, H. Matsumoto, and Y. Tamari Mechanism of permanent displacement of ground caused by seismic liquefaction Soils Found 32 3 1992 79 96
19. C. Soydemir, S.R. Kraemer, W.A. Davidson, and K.E. LaPlante Geotechnical-earthquake engineering design of Charles River Bridges in Boston Geotechnical earthquake engineering and soil dynamics III Geotechnical special publication no. 75 vol. 2 1998 ASCE 1235 1246
20. Stewart HE, Miura F, O'Rourke TD. Pile damage due to large ground displacement. In: Proceedings, 1st Japan-US workshop on liquefaction, large ground deformations, and their effect on lifeline facilities, Tokyo, Japan, November 1988. p. 173-82
21. K. Tokimatsu, and Y. Asaka Effects of liquefaction-induced ground displacements on pile performance in the 1995 Hyogoken-Nambu earthquake Soils Found 2 1998 163 177 [special issue]
22. K. Tokimatsu, H. Oh-oka, K. Satake, Y. Shamoto, and Y. Asaka Effects of lateral ground movements on failure patterns of piles in the 1995 Hyogoken-Nambu earthquake Geotechnical earthquake engineering and soil dynamics III Geotechnical special publication no. 75 vol. 2 1998 ASCE 1175 1186
23. I. Towhata, R.P. Orense, and H. Toyota Mathematical principles in prediction of lateral ground displacement induced by seismic liquefaction Soils Found 39 2 1999 1 19
24. E.T. Zechlin, and J. Chai Nonlinear dynamic analysis of large diameter pile foundations for the Bay Bridge Geotechnical earthquake engineering and soil dynamics III Geotechnical special publication no. 75 vol. 2 1998 ASCE 1223 1234