Three-dimensional analysis of the screening effectiveness of hollow pile barriers for foundation-induced vertical vibration

Computers and Geotechnics

Volumn 35, Issue 3, 2008, Pages 489-499

  Tsai, Pei hsun ^a   Feng, Zheng yi ^b   Jen, Tin lon ^a  

^a CHAOYANG UNIVERSITY OF TECHNOLOGY   (Taiwan)

^b NATIONAL CHUNG HSING UNIVERSITY   (Taiwan)

Author keywords

Boundary element method (BEM); Pile barrier; Screening effectiveness; Vibration isolation

Indexed keywords

BOUNDARY ELEMENT METHOD; FOUNDATIONS; FREQUENCY DOMAIN ANALYSIS; STEEL PIPE; STIFFNESS; VIBRATION ANALYSIS;

PILE BARRIER; SCREENING EFFECTIVENESS; VIBRATION ISOLATION;

PILES;

BOUNDARY ELEMENT METHOD; FOUNDATION; LOADING; PILE; STIFFNESS; THREE-DIMENSIONAL MODELING; VIBRATION;

EID: 42649136930     PISSN: 0266352X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compgeo.2007.05.010     Document Type: Article

References (31)

1. Barkan D.D. Dynamics of bases and foundations. Translated from Russian by Drashevska L and translation Tschebotarioff, GP (1962), McGraw-Hill, New York p. 434
2. McNeill RL, Margason BE, Babcock FM. The role of soil dynamics in the design of stable test pads. In: Proceedings of guidance and control conference, Minneapolis, Minnesota, 16-18 August, 1965. p. 366-75.
3. Woods R.D. Screening of surface waves in soil. J Soil Mech Foundation Eng (ASCE) 94 SM4 (1968) 951-979
4. Woods R.D., Barnett N.E., and Sagesser R. Holography, a new tool for soil dynamics. J Geotechn Eng (ASCE) 100 11 (1974) 1231-1247
5. Liao S., and Sangrey D.A. Use of piles as isolation barriers. J Geotechn Eng (ASCE) 104 9 (1978) 1139-1152
6. Haupt WA. Model test on screening of surface waves. In: Proceedings of the 10th int conf soil mech and found. Engineering, Stockholm, vol. 3, 1981. p. 215-22.
7. Wass G. Linear Two-dimensional analysis of soil dynamics problem in semi-infinite layered media. PhD thesis, University of California, Berkeley, 1972.
8. Aboudi J. Elastic waves in half-space with thin barrier. J Eng Mech (ASCE) 99 1 (1973) 69-83
9. Haupt W.A. Surface waves in nonhomogeneous half-space. In: Prange B. (Ed). Dynamic methods in soil and rock mechanics (1977), Balkema, Rotterdam 335-367
10. Segol G.P., Lee C.Y., and Abel J.E. Amplitude reduction of surface wave by trenches. J Eng Mech (ASCE) 104 3 (1978) 621-641
11. Fuyuki M., and Matsumoto Y. Finite difference analysis of rayleigh wave scattering at a trench. Bull Seismol Soc Amer 70 (1980) 2051-2069
12. May T.W., and Bolt B.A. The effectiveness of trench in reducing seismic motion. Earthquake Eng Struct Dynam 10 (1982) 195-210
13. Avilles J., and Sanchez-Sesma F.J. Piles as barriers for elastic waves. J Geotechn Eng (ASCE) 109 (1983) 1133-1146
14. Emad K., and Manolis G.D. Shallow trenches and propagation of surface waves. J Eng Mech (ASCE) 111 2 (1985) 279-282
15. Beskos D.E., Dasgupta G., and Vardoulakis I.G. Vibration isolation using open or filled trench. Part 1: 2-D homogeneous. Comput Mech 1 1 (1986) 43-63
16. Dasgupta B., Beskos D.E., and Vordouclakis I.G. 3-D vibration isolation using open trenches. Innovative (1986), Springer-Verlag, Berlin 385-392
17. Dasgupta B., Beskos D.E., and Vordouclakis I.G. Vibration isolation using open or filled trenches. Part 2: 3-D homogeneous soil. Comput Mech 6 (1990) 129-142
18. Avilles J., and Sanchez-Sesma F.J. Foundation isolation from vibration using piles as barriers. J Eng Mech (ASCE) 114 (1988) 1854-1870
19. Ahmad S., and Al-Hussaini T.M. Simplified design for open and in-filled trenches. J Geotechn Eng (ASCE) 117 1 (1991) 67-88
20. Klein R., Antes H., and Houedec D.L. Efficient 3D modelling of vibration isolation by open trenches. Comput Struct 64 (1997) 809-817
21. Kattis S.E., Polyzos D., and Beskos D.E. Modelling of pile wave barriers by effective trenches and their screening effectiveness. Soil Dynam Earthquake Eng 18 (1999) 1-10
22. Kattis S.E., Polyzos D., and Beskos D.E. Vibration isolation by a row of piles using a 3-D frequency domain BEM. Int J Numer Methods Eng 46 (1999) 713-728
23. Kupradze VD. Potential methods in the theory of elasticity. Israel Program for Scientific Translations, Jerusalem, 1965.
24. Kitahara M., and Nakagawa K. Boundary integral equation methods in three dimensional elastodynamics. In: Brebbia C.A., and Maier G. (Eds). Proceedings of the 7th international conference, Villa Olmo, Lake Como, Italy (1985), Springer (Boundary elements 7), Berlin, Heidelberg, New York 6.27-6.30
25. Beskos D.E. Boundary element methods in mechanics. Computational methods in mechanics vol. 3 (1987), Elsevier Science Publishers, BV
26. Zabreyko P.P., Koshelev A.I., Krasnoselskii M.A., Mikhlin S.G., Rakovshchik L.S., and Stetsenko V.Y. Integral Equations - A Reference Text (1975), Noordhoff International Publishing, Leyden
27. Lysmer J. Foundation vibrations with soil damping. In: Proceedings of the 2nd ASCE conference on civil engineering and nuclear power, vol. II. Paper 10-4, Knoxville Tennessee, 1980. p. 1-18.
28. Brebbia C.A., Telles J.C.F., and Wrobel L.C. Boundary element techniques (1984), Springer-Verlag
29. Becker E.B., Carey G.F., and Oden J.T. Finite elements - an introduction vol. I (1981), Prentice-Hall, Inc.
30. Wolfenden A., and Hodge J.Q. Dynamic shear modulus and damping in iron-copper and steel-based metal matrix composites. J Test Eval 28 3 (2000) 176-181
31. Vobolis J., and Aleksiejunas M. Investigation of wood mechanical properties by the resonance vibration method. Mater Sci 9 1 (2003) 139-143