Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Study of ground vibrations excited during pile driving
Conclusions 1. When driving piles with S-330 diesel hammers, vibrations that range in frequency from 10 to 30 Hz and are extinguished in the interval between blows and with increasing distance from the pile-driving site are excited in the ground. The damping of the vibration amplitude and acceleration that occurs with increasing distance from the point of pile embedment is rather accurately described by B. Golitsyn's equation. 2. The frequency of surface vibrations excited in cohesive soils with a probe resistance R=460–2400 kN/$ m^{2} $ can be determined with an accuracy to 25% from the empirical relationship$$f = 0.046 R + 8(Hz).$$ 3. The amplitude of ground vibration increases proportional to the height of the hammer drop with blows causing elastic pile refusals, while an increase in the height of the hammer does not cause a substantial change in the amplitude with inelastic pile refusals.
Study of ground vibrations excited during pile driving
Conclusions 1. When driving piles with S-330 diesel hammers, vibrations that range in frequency from 10 to 30 Hz and are extinguished in the interval between blows and with increasing distance from the pile-driving site are excited in the ground. The damping of the vibration amplitude and acceleration that occurs with increasing distance from the point of pile embedment is rather accurately described by B. Golitsyn's equation. 2. The frequency of surface vibrations excited in cohesive soils with a probe resistance R=460–2400 kN/$ m^{2} $ can be determined with an accuracy to 25% from the empirical relationship$$f = 0.046 R + 8(Hz).$$ 3. The amplitude of ground vibration increases proportional to the height of the hammer drop with blows causing elastic pile refusals, while an increase in the height of the hammer does not cause a substantial change in the amplitude with inelastic pile refusals.
Study of ground vibrations excited during pile driving
Ziyazov, Ya. Sh. (Autor:in) / Kovalev, V. F. (Autor:in) / Yanyshev, G. S. (Autor:in) / Gotman, A. L. (Autor:in)
1976
Aufsatz (Zeitschrift)
Englisch
Lokalklassifikation TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
Ground vibrations caused by impact pile driving
| British Library Conference Proceedings | 2005
Ground Vibrations Induced by Impact Pile Driving
| British Library Conference Proceedings | 2008