Development of Software for Analyzing Anchorage Parameters of Anchor Rods Based on Wavelet Transform and STA/LTA

Dun NIU , Qing-feng LI , Hai-lin HUANG , Yi-wen CHEN

Science Technology and Engineering ›› 2025, Vol. 25 ›› Issue (5) : 1850 -1855.

PDF
Science Technology and Engineering ›› 2025, Vol. 25 ›› Issue (5) : 1850-1855 DOI: 10.12404/j.issn.1671-1815.2309537
research-article
Development of Software for Analyzing Anchorage Parameters of Anchor Rods Based on Wavelet Transform and STA/LTA
Author information +
History +
PDF

Abstract

With the rapid development of infrastructure projects in China, the use of anchor bolts in mining, geology, and tunnel engineering continues to increase. The non-destructive testing of anchor bolt quality is crucial for enhancing the stability and safety of engineering projects. Based on the stress wave detection method, wavelet threshold functions and STA/LTA algorithms were employed to comprehensively evaluate anchor bolt engineering. A software for non-destructive testing and intelligent analysis of anchor bolt anchorage was developed, integrating signal filtering and acquisition of anchorage parameters. Through numerical simulation analysis of anchor bolt anchorage, the lengths of anchor bolts were calculated using both manual picking and software-based arrival time extraction. The results show that the software-calculated anchor bolt lengths have an overall error controlled within 5%, offering higher precision than manual picking, which is significant for improving the safety and stability of project engineering.

Keywords

non-destructive testing of bolt anchoring / anchoring parameter / bolt anchoring quality / software development / VB6.0

Cite this article

Download citation ▾
Dun NIU, Qing-feng LI, Hai-lin HUANG, Yi-wen CHEN. Development of Software for Analyzing Anchorage Parameters of Anchor Rods Based on Wavelet Transform and STA/LTA. Science Technology and Engineering, 2025, 25(5): 1850-1855 DOI:10.12404/j.issn.1671-1815.2309537

登录浏览全文

4963

注册一个新账户 忘记密码

References

Funding

PDF (6202KB)

18

Accesses

0

Citation

Detail

Sections
Recommended

/

〈 〉