Discontinuous barrier used a row of elastic piles for incident elastic waves

Zhendong Gongcheng Xuebao/Journal of Vibration Engineering

Volumn 20, Issue 4, 2007, Pages 388-395

  Xu, Ping ^a   Zhou, Xin Min ^b   Xia, Tang Dai ^b  

^a ZHENGZHOU UNIVERSITY   (China)

^b ZHEJIANG UNIVERSITY   (China)

Author keywords

Circular solid piles; Discontinuous barrier; Normalized displacements; Plane P and SH waves; Vibration isolation design

Indexed keywords

PILES; STRESSES; VIBRATIONS (MECHANICAL);

CIRCULAR SOLID PILES; DISCONTINUOUS BARRIER; NORMALIZED DISPLACEMENTS; SHEAR MODULUS; VIBRATION ISOLATION DESIGN;

ELASTIC WAVES;

EID: 34948883543     PISSN: 10044523     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (17)

1. Woods R D. Screening of surface waves in soils [J]. J. Solids Mech. and Found. Div. ASCE, 1968, 94(4): 951-979.
2. Ahmad S, Al-Hussaini T M, Fishman K L. Investigation on active isolation of machine foundations by open trenches [J]. J. Geotech. Engng., 1996,122: 454-461.
3. May T W, Bolt B A. The effectiveness of trenches in reducing seismic motion [J]. J. Earthq. Engng. Struct. Dyn., 1982, 10: 195-210.
4. Emad K, Manolis G D. Shallow trenches and propagation of surface waves [J]. J. Engng. Mech., 1985, 111(2): 279-282.
5. Beskos D E, Dasgupta B, Vardoulakis I G. Vibration isolation using open or filled trenches, Part 1: 2-D homogeneous soil [J]. J. Comput. Mech., 1986, 1(1): 43-63.
6. Ahmad S, Al-Hussaini T M. Simplified design for vibration screening by open and in-filled trenches [J]. J. Geotech. Engng., 1991, 117(1): 67-88.
7. Al-Hussaini T M, Ahmad S. Design of wave barriers for prediction of horizontal ground vibration [J]. J. Geotech. Engng., 1991, 117(4): 616-636.
8. Yang Y B, Hung H H. Parametric study of wave barriers for reduction of train-induced vibrations [J]. Int. J. Numer. Meth. Engng., 1997, 40(20): 3729-3747.
9. Liao S, Sangrey D A. Use of piles as isolation barriers [J]. J. Geotech. Engrg. Div., ASCE, 1978,104(9): 1139-1152.
10. Aviles J, Sdnchez-Sesma F. Piles as barriers for elastic waves [J]. J. Geotech. Engng., 1983,119(9): 1133-1146.
11. Avilés J, Sánchez-Sesma F. Foundation isolation from vibrations using piles and barriers [J]. J. Geotech. Engng. ASCE, 1988, 114(11): 1854-1870.
12. Boroomand B, Kaynia A M. Vibration isolation by an array of piles [A]. Proc. Soil Dyn. Earghq. Eng. Karlsruhe [C]. Germany, 1992: 683-691.
13. Kattis S E, Polyzos D, Beskos D E. Modelling of pile wave barriers by effective trenches and their screening effectiveness [J]. J. Soil Dyn. Earthq. Engng., 1999, 18(1): 1-10.
14. Kattis S E, Polyzos D, Beskos D E. Vibration isolation by a row of piles using a 3-D frequency domain BEM [J]. Int. J. Numer. Meth. Engng. 1999, 46(5): 713-728.
15. Abramowitz M, Stegun I A. Handbook of Mathematical Functions with Formulas, Graphs, and Mathematical Tables [M]. New York: Dover Publications, Inc., 1970.
16. Pao Y H, Mow C C. Diffraction of Elastic Waves and Dynamic Stress Concentrations [M]. New York: Crane and Russak, 1973.