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机构地区:[1]Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University [2]Geotechnical Research Institute, Hohai University [3]Engineering Institute of Engineering Corps, PLA University of Science and Technology
出 处:《Journal of Central South University》2008年第S2期121-125,共5页中南大学学报(英文版)
基 金:Project(50679017) supported by the National Natural Science Foundation of China
摘 要:Three dimensional analysis was performed by regarding vibration isolation performance cast-in-place concrete thin-wall pipe pile (PCC) and using the finite element analysis software ANSYS. The ground vertical amplitude was analyzed behind the single row cast-in-place concrete thin-wall pipe pile after the source vibration, and the influencing factors were also studied. The results indicate that in the one time of wavelength before the barrier, the oscillation amplitude is weakened; meanwhile the range which covers 4 times wavelength behind the barrier has a good vibration isolation effect, when the distance is larger than the barrier latter 4 times wavelength vibration isolation expiration.Three dimensional analysis was performed by regarding vibration isolation performance cast-in-place concrete thin-wall pipe pile (PCC) and using the finite element analysis software ANSYS. The ground vertical amplitude was analyzed behind the single row cast-in-place concrete thin-wall pipe pile after the source vibration, and the influencing factors were also studied. The results indicate that in the one time of wavelength before the barrier, the oscillation amplitude is weakened; meanwhile the range which covers 4 times wavelength behind the barrier has a good vibration isolation effect, when the distance is larger than the barrier latter 4 times wavelength vibration isolation expiration.
关 键 词:PCC PILE vibration ISOLATION ANSYS software non-continual BARRIER
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