It is theoretically proved that the influence of model boundary the ground penetrating radar(GPR) data acquisition; and based on the theory
designing the physical model within the empty of tunnel lining
probing the model with 3D detection
then the visualization of 3D GPR detection data is realized. We analyze the features of the square hole in the different sections
based on the analysis of CL4 multi-wavelet theory
discuss the necessity of the multi-wavelet preprocessing
and process the CL4 multi-wavelet with balance
using Matlab to realize the CL4 balanced multi-wavelet threshold filtering algorithm; and comparing with the filtering effect based on the conventional Fourier transform. The results show that the 3D detection can determine the size and shape
also including location of the hole
understand the accurate information of hole comprehensive and meticulous
improve the reliability and accuracy of the analyses on radar map
evaluating the harm of hole in lining according to the size and location of defect. The conventional and CL4 multi-wavelet filter can distinguish the unusual target exactly; the target feature has been enhanced with the multi- wavelet transfer
therefore
it results to the cleaner phase axis
more thoroughly eliminate-noise
the same to signal reservation becomes more completely; and the picture also becomes more clearly. The implementation of 3D detection test for the tunnel lining automatic identification technology not only provides a reliable theoretical basis and method
but also has great significance to tunnel detection and quality judicatory appraisal
Sealing system design and model testing of lining structures for artificial underground gas storage caverns in medium-hard rock strata
Calculation method of sliding surface stress based on segmented sliding surface stress measurement system
Experimental study on vacuum combined with electro-osmosis for reinforcing ultrafine particle dredged soil
Experimental study on drainage performance of reinforced improved soft rock residual soil under rainfall conditions
Model test of deformation and failure mechanism of gravel soil bank slope under rainfall and reservoir water level
Related Author
CAO Xiao-yong
LIU Rui-hui
LI Jian-fei
YE Xin-xin
GENG Jun-yang
TAN Hai-xing
CHEN Huai-lin
YANG Tao
Related Institution
School of Highway, Chang’an University
CCCC First Highway Consultants Co., Ltd.
State Key Laboratory of Intelligent Construction and Maintenance for Geotechnical and Tunnel Engineering under Extreme Environments, Southwest Jiaotong University
China Northwest Research Institute Co., Ltd., of CREC