Page 184 - Numerical Analysis and Modelling in Geomechanics

MODELLING OF GROUND WAVES 165

Figure 5.26 Pipe deformation during passage of a P-wave.

Figure 5.27 Pipe deformation at 45°, during passage of an S-wave, and justification.
References

Abaqus (1999) HK&S (UK), Warrington.
Attewell P.B. and Farmer, I.W. (1973) Attenuation of ground vibrations from pile
driving. Ground Engineering Vol 6 No 4 pp 26–29.
Attewell P.B., Selby A.R. and Uromeihy A. (1991) Non-monotonical decay of ground
surface vibrations caused by pile-driving. In Earthquake, blast and impact. Elsevier,
London, pp 463–481.
Attewell P.B., Selby A.R. and O’Donnell L. (1992) Estimation of ground vibration from
driven piling based on statistical analyses of recorded data. Geotech & Geol. Eng.
Vol 10 pp 41–59.
Besford I. (2000) Stresses induced in pipelines from nearby pile driving. Internal Rep.
Durham Univ.
Bettess P. (1992) Infinite elements. Penshaw Press, Sunderland.
BRE Digest 353 (1990) Damage to structures from ground-borne vibration. Building
Research Establishment, Garston.
British Standard BS5228 part 4 (1992) Noise control on construction and open sites. BSI
London.