Cictp 2020 2020
DOI: 10.1061/9780784482933.107
|View full text |Cite
|
Sign up to set email alerts
|

Research and Application of Data Preprocessing of Highway Slope Deformation Monitoring System

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1

Citation Types

0
3
0

Year Published

2023
2023
2024
2024

Publication Types

Select...
1
1

Relationship

0
2

Authors

Journals

citations
Cited by 2 publications
(3 citation statements)
references
References 1 publication
0
3
0
Order By: Relevance
“…The corresponding point cloud slant range projection coordinates can be calculated using (4). Compared to the reference in [13], utilizing (3) or (5) can make it easier to analyze the deviation effects of pitch angle ω and side inclination angle κ on point cloud slant range projection.…”
Section: Slant Range Projection Of Point Cloud Considering Radar Atti...mentioning
confidence: 99%
See 1 more Smart Citation
“…The corresponding point cloud slant range projection coordinates can be calculated using (4). Compared to the reference in [13], utilizing (3) or (5) can make it easier to analyze the deviation effects of pitch angle ω and side inclination angle κ on point cloud slant range projection.…”
Section: Slant Range Projection Of Point Cloud Considering Radar Atti...mentioning
confidence: 99%
“…It is challenging to fully exploit the performance of satellite-borne InSAR technology in localized small-area scenes on the ground surface as well as in monitoring applications of special deformation directions due to the limitations of side-view angle, spatial resolution, and revisit period of satellite-borne SAR sensors. The advent of Ground-based Synthetic Aperture Radar Interferometry (GB-InSAR) technology has introduced a novel approach for high-precision surface deformation monitoring and analysis in these specialized scenarios [1][2][3][4]. After more than two decades of development, GB-InSAR technology is now progressively moving from the experimental validation stage to the stage of core technological improvement, engineering structure, and geohazard monitoring application promotion.…”
Section: Introductionmentioning
confidence: 99%
“…In the past, bridge health monitoring methods mainly included convergence instrument, level instrument, total station instrument, etc. [5][6][7]. Although these methods are more practical, they cost a lot of manpower and material resources and are not cost-effective [8][9].…”
Section: Introductionmentioning
confidence: 99%