Education, Science, Technology, Innovation and Life
Open Access
Sign In

Discussion on Research Status of Prestressed Anchor Reinforcement Technology

Download as PDF

DOI: 10.23977/jemm.2024.090209 | Downloads: 6 | Views: 217

Author(s)

Hong Ye 1, Jia Chen 2, Chunxi Yi 1

Affiliation(s)

1 Wuhan Technical College of Communications, Wuhan, Hubei Province, China
2 CISPDR Corporation, Wuhan, Hubei Province, China

Corresponding Author

Hong Ye

ABSTRACT

The technology of prestressed anchor bolt reinforcement is to strengthen the friction resistance to prevent the rock mass from sliding by burying the anchor bolt or the anchor bolt under the stratum and closely fitting the rock mass. With the continuous development and progress of science and technology, prestressed anchor reinforcement technology has been widely used in slope, tunnel, underground cavern, foundation pit, dam and anti-tipping, anti-floating and other engineering construction, with remarkable results. According to the current theoretical research status of prestressed anchor reinforcement technology and the experimental research status of prestressed anchor reinforcement technology, this paper analyzes the current design concept, theory and method of prestressed anchor reinforcement technology, the understanding of engineering characteristics and design ideas, and other development trends of rock and soil mass anchorage design.

KEYWORDS

Prestressed anchor bolt; theoretical research; experimental research; research status

CITE THIS PAPER

Hong Ye, Jia Chen, Chunxi Yi, Discussion on Research Status of Prestressed Anchor Reinforcement Technology. Journal of Engineering Mechanics and Machinery (2024) Vol. 9: 69-73. DOI: http://dx.doi.org/10.23977/jemm.2024.090209.

REFERENCES

[1] Wang A.H.(2024)Research on application of prestressed anchor in geotechnical slope reinforcement engineering. Value Engineering, 18, 133-135.
[2] Yan M.M., Teng N.B. and Xia J.C. (1996) Prestressed anchor cable support technology of coal mine roadway.Mine Construction Technology, Z2, 141-144.
[3] Chen J.H., Hou M.X. and Sun H. (2018) Study on anchoring mechanism of dense prestressed anchor cable.China Rural Water and Hydropower, 4, 69-72+76.
[4] Qin W.M., Ge X.R. and Wang H. (2007) Experimental study and application of sand consolidated internal anchor head prestressed anchor rod.Chinese Journal of Rock Mechanics and Engineering, 4, 769-774.
[5] Cheng L.K., Han J. and Zhang P.W.(2008) Long-term performance and safety evaluation of geotechnical anchoring engineering. Chinese Journal of Rock Mechanics and Engineering, 5, 865-872.
[6] Cheng L.K. (2005) Research and new progress of rock and soil anchorage. Chinese Journal of Rock Mechanics and Engineering, 21, 5-13.
[7] Chen R., Peng W.D. and Yin J.H. (2000) Test and numerical simulation of sand-consolidated prestressed anchor. Chinese Journal of Rock Mechanics and Engineering, 3, 330-333.
[8] Chen R., Yang S.B. and WU X.S.(2000) Indoor test and anchoring mechanism analysis of sand-consolidated prestressed bolt. Chinese Journal of Geotechnical Engineering, 2, 235-237.
[9] Gu J.C., Shen J. and Chen A.M. (2000) Experimental study of strain state induced by anchor cable prestressed in rock mass.Chinese Journal of Rock Mechanics and Engineering, S1, 917-921.
[10] Tang S.M., Wu D.H.and Deng A.F. (2001) Study on the combined application of active anchor and passive anchor in slope reinforcement.Chinese Journal of Underground Space and Engineering, 1, 14-17+77.
[11] Zhu J.B., Han J. and Cheng L.K.(2002) Study on the influence of prestressed anchor cable reinforcement on the mechanical properties of rock mass around the Three Gorges permanent ship lock. Chinese Journal of Rock Mechanics and Engineering, 6, 853-857. 
[12] Zhang F.M. and Shao W.X. (1999) Study on prestressed anchorage of high rock slope.Journal of Hohai University (Natural Sciences), 6, 73-76.
[13] NA KA KYAMAM and BEAUDO IN B B. (1987) A novel technique determining bond strength developed between cement paste and steel. Cement and concrete Research, 3, 478-488.

All published work is licensed under a Creative Commons Attribution 4.0 International License.

Copyright © 2016 - 2031 Clausius Scientific Press Inc. All Rights Reserved.