[go: up one dir, main page]
Skip to main content
SpringerLink
Log in

Research on multi-frequency ultrasonic scanning detecting technology of cavity in the test borehole

  • Original Paper
  • Published:
Bulletin of Engineering Geology and the Environment Aims and scope Submit manuscript

Abstract

At present, the lack of detection technology in underground space area is the main constraint on the development and utilization of underground space. In order to solve the difficult situation of underground space exploration and evaluation, this paper presents a multi-frequency ultrasonic scanning detection technology, a large number of borehole detection data can be obtained by using the detection system to realize the accurate scanning and detection of cavity and the belly rock mass. The stability evaluation standard of cavity is established, which realizes the integration of cavity detection and stability evaluation. This paper provides an important reference for the detection of underground cavity. A scanning point position determination method based on multi-frequency ultrasonic pulse ranging is proposed in this paper, and the coordinates of scanning points are calculated accurately to realize the 3D visualization of cavity contours. Through the refined calculation of space volume, the precise control of space deformation is realized. Then, the characteristic parameters of borehole structural plane are determined after the geometrical feature combination of structural planes and the high-frequency acoustic reflection characteristics, a directional method for rock velocity measurement, is presented for the first time by means of low-frequency acoustic wave transmission. Based on the comparative analysis of echo wave characteristics, the integrity evaluation criteria of cavity are established. Finally, by analyzing the structural characteristics of cavity and upper rock mass, and the parameters which may influence the stability of cavity, combined with an engineering example, a stability evaluation system based on the multi-frequency ultrasonic scanning detecting technology of cavity in the test borehole is formed.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Log in via an institution

Subscribe and save

Springer+ Basic
$34.99 /Month
  • Get 10 units per month
  • Download Article/Chapter or eBook
  • 1 Unit = 1 Article or 1 Chapter
  • Cancel anytime
Subscribe now

Buy Now

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Institutional subscriptions

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10
Fig. 11
Fig. 12
Fig. 13
Fig. 14
Fig. 15
Fig. 16
Fig. 17
Fig. 18

Similar content being viewed by others

Explore related subjects

Discover the latest articles, news and stories from top researchers in related subjects.

References

  • Abhay KB, Pal SK, Saurabh, Kumar S, Mondal S, Singh KKK, Singh PK (2019) Detection of old mine workings over a part of Jharia coal field, India using electrical resistivity tomography. J Geol Soc India 94(3):290–296

    Article  Google Scholar 

  • Bharti AK, Pal SK, Priyam P, Kumar S, Shalivahan, Yadav PK (2016a) Subsurface cavity detection over Patherdih colliery, Jharia Coalfield, India using electrical resistivity tomography. Environ Earth Sci 75(5):443 1–17

    Article  Google Scholar 

  • Bharti AK, Pal SK, Priyam P, Pathak VK, Kumar R, Ranjan SK (2016b) Detection of illegal mine voids using electrical resistivity tomography: the case-study of Raniganj coalfield (India). Eng Geol 213:120–132

    Article  Google Scholar 

  • Chen SC (2008) Equations of mathematical physics. Science Press, Beijing

    Google Scholar 

  • Chen X et al. (1995) Generation of Delaunay tetrahedral tessellation models for 3-D GIS, Proceedings of 6th Symposium on Functional Graphics Information System, Univ. of Tokyo, Tokyo, JAPAN, 75-80

  • Guo LH (1994) Vibration source of groundwater pollution. Chinese rock salt well 1(4):15–17

    Google Scholar 

  • Guo J, Gu DS, Luo ZQ (2006) New technology of 3D laser detection in mined out area of metal mines. Mining Metall Eng 26(5):16–19

    Google Scholar 

  • Huang XL, Yang CH (2013) Tightness evaluation test on underground energy storage in bedded salt rock formation of Qianjiang area. Rock Soil Mech 32(5):1473–1478

    Google Scholar 

  • Istvan JA, Evans LJ (2002) Rock mechanics for gas storage in bedded salt caverns. IntJ Rock Mech& Min Sci 34(1):3–4

    Google Scholar 

  • Jiang DY, Peng HH (2017) Application of set pair analysis method based on entropy weight to the stability evaluation of salt rock gas storage. Journal of Northeastern University(Natural Science) 38(2):284–289

    Google Scholar 

  • Jiang J (2008) “Study on geological hazard of karst and collapse of mined out area”, Ph.D. Dissertation, ,Central South University, HUNAN

  • Jin WJ, Yang CH (2013) Sensitivity analysis of influence factors of cavern shrinkage risk in salt cavern gas storages. Chin J Rock Mech Eng 31(9):1804–1812

    Google Scholar 

  • Lemieux B, Dacidson B, Dusseault MB (1998) Mechanical behavior of waste blends for salt cavern disposal. Int J Rock Mech Min Sci 35(1):4–5

    Google Scholar 

  • Li HR, Yang CH (2014) Application of variable weight theory and relative difference function to evlauating stability of salt cavern for underground gas storage. Rock Soil Mech 35(4):1194–1202

    Google Scholar 

  • Ma LQ, Zhu R (2016) Application of GPS technology in surface subsidence of metal mines. Jinchuan Sci Technol 2:41–43

    Google Scholar 

  • Ma RT (2006) Sonic velocity measurement of rock mass and its application in testing rock velocity of roadway surrounding rock. Railw Eng 6(10):37–40

    Google Scholar 

  • Ning J, Wang J (2017) In situ investigations into mining-induced overburden failures in close multiple-seam longwall mining: a case study. Geomech Eng 12(4):657–673

    Article  Google Scholar 

  • Pfeifle, T.W., Brodsky, N.S., Munson, D.E. (1998), Experimental determination of relationship between permeability and microfrature-induced damage in bedded salt, Int. J. Rock Mech.& Min. Sci, 35(1) :4–5

  • Potts D, Zdravkovic L (2001) Finite element analysis in geotechnical engineering. Thomas Telford Publishing, New York, USA

    Google Scholar 

  • Prasenjit D, Pal SK, Mohanty PR, Priyam P, Bharti AK, Kumar R (2017) Abandoned mine galleries detection using electrical resistivity tomography method over Jharia coal field, India. J Geol Soc India V90(2):169–174

    Google Scholar 

  • Stormont JC (1990) Discontinuous behavior near excavations in a bedded salt formation. Int J Min Geol Eng 8(1):35–56

    Article  Google Scholar 

  • Silvestri V, Abou-Samra G (2013) Analytical solution for undrained plane strain expansion of a cylindrical cavity in modified Cam clay. Geomech Eng 4(1):19–37

    Article  Google Scholar 

  • Wang J, Wang C, Han Z et al (2020a) Study of hidden structure detection for tunnel surrounding rock with pulse reflection method. Measurement 159:107791

    Article  Google Scholar 

  • Wang J-c, Wang C-y, Zeng-qiang H et al (2020b) Submarine karst morphology detection method based on multi-frequency ultrasound. Measurement 155:107532

    Article  Google Scholar 

  • Wang YM (2004) Mathematical physics equations and special functions. Higher education press, Beijing

    Google Scholar 

  • Yan XB, Zhou YS, Sheng F (2007) Application of TSP203 in karst cave detection. J Eng Geoph 4(6):589–595

    Google Scholar 

  • Yang CH, Linag WG, Wei DH (2005) Feasibility study on underground storage of salt rock energy in China. Chin J Rock Mech Eng 24(24):4409–4417

    Google Scholar 

  • Zhang Y (2015) Numerical simulation of viscoelastic waves in complex media, Ph.D. Dissertation,Ocean University of China, Qingdao

  • Zhu HY, Deng JG (2014) Hydraulic fracturing experiments of highly deviated well with oriented perforation technique. Geomech Eng 6(2):153–172

    Article  Google Scholar 

  • Zienkiewicz OC, Taylor RL (1991) The finite element method, Fourth edn. McGraw-Hill, New York, USA

Download references

Funding

This work is supported by the National Natural Science Foundation for the Youth of China (Grant No. 41902294); the Systematic Project of Guangxi Key Laboratory of Disaster Prevention and Engineering Safety (Grant No. 2019ZDK053); and the State Key Program of National Natural Science of China (Grant No. 41731284).

Author information

Authors and Affiliations

  1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, China

    Jinchao Wang & Chuanying Wang

  2. Guangxi Key Laboratory of Disaster Prevention and Engineering Safety, Guangxi University, Nanning, 530004, Guangxi, China

    Xiaohua Huang

  3. Faculty of Engineering, China University of Geosciences, Wuhan, 430074, Hubei, China

    Junpeng Zou

Authors
  1. Jinchao Wang
    View author publications

    You can also search for this author in PubMed Google Scholar

  2. Chuanying Wang
    View author publications

    You can also search for this author in PubMed Google Scholar

  3. Xiaohua Huang
    View author publications

    You can also search for this author in PubMed Google Scholar

  4. Junpeng Zou
    View author publications

    You can also search for this author in PubMed Google Scholar

Corresponding author

Correspondence to Xiaohua Huang.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Wang, J., Wang, C., Huang, X. et al. Research on multi-frequency ultrasonic scanning detecting technology of cavity in the test borehole. Bull Eng Geol Environ 80, 1249–1264 (2021). https://doi.org/10.1007/s10064-020-01979-5

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s10064-020-01979-5

Keywords

Search

Navigation