Open AccessDynamic response study of buried pipe subjected to dynamic compaction
Author(s) -
Jifang Du,
Shuaifeng Wu,
Yinqiu Zhang,
Sen Hou
Publication year - 2019
Publication title -
iop conference series. earth and environmental science
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.179
H-Index - 26
eISSN - 1755-1307
pISSN - 1755-1315
DOI - 10.1088/1755-1315/300/2/022055
Subject(s) - vibration , hammer , geotechnical engineering , acoustics , waveform , energy (signal processing) , vibrating wire , dynamic compaction , structural engineering , amplitude , geology , environmental science , compaction , engineering , electrical engineering , voltage , statistics , physics , mathematics , quantum mechanics
Monitoring the internal vibration of the soil under dynamic compaction is often influenced by the environment. If the sensor is located in the crushed rock soil, its monitoring data often do not have typical representativeness. Therefore, a monitoring method of sensors placed in pipe is proposed. Based on the experience of earthquake and blasting engineering, the feasibility of the measurement method is studied and the results showed that the sensors placed in PVC pipes can reflect the response of soil. Two field tests, low energy and high energy, were conducted to verify the conclusion. After comparison of various vibration characteristics including waveform, Fourier spectrum, and amplitude attenuations with distance, the velocity of the sensors in PVC pipe showed linear relationship with sensors in soil. It can be concluded that the sensors placed in PVC pipe can be used for the test of vibration in soil and represent the typical vibration of the whole stratum.