바로가기메뉴

본문 바로가기 주메뉴 바로가기

(사)한국터널지하공간학회

Effect of abrasive waterjet parameters on rock removal

(사)한국터널지하공간학회 / (사)한국터널지하공간학회, (P)2233-8292; (E)2287-4747
2012, v.14 no.4, pp.421-435


  • Downloaded
  • Viewed

Abstract

Rock excavation (removal) tests are performed with effective parameters using an abrasive waterjet. For verification of the field rock excavation capabilities, the removal performance and level of efficiency are analyzed for hard granite rock in terms of the water pressure, exposure time of the jet, and the standoff distance. In particular, experimental tests are performed with a long standoff distance required condition in the real excavation field. The rock removal performance level changes according to the rock properties. In this study, various rock specimens are used and P-wave velocities are measured in order to determine the correlation between the removal performance and the P-wave velocity. As a result of the experimental study, the effect of waterjet parameters on rock removal is analyzed.

keywords
Abrasive waterjet, waterjet parameter, rock excavation, standoff distance, P-wave velocity, 연마재 워터젯, 워터젯 변수, 암반굴착, 이격거리, P파 속도

Reference

1.

김정근, 박태동 (2003), “워터젯 보조명판이 장착된 마이크로터널링 머신의 효용성에 관한 연구”, 한국터널공학회 2003년 정기학술발표회 논문집, pp. 242-256.

2.

선우춘, 최병희, 류창하 (1994), “超高壓水에 의한 花崗石切削에 대한 硏究”, 터널과 지하공간, 제4권, pp. 92-101.

3.

선우춘, 최병희, 류창하, 권광수 (1996), “Water jet절단에서의 연마재 종류별 성능 비교 시험”, 터널과지하공간, 제6권, pp. 175-183.

4.

최병희, 양형식 (2001), “워터젯을 이용한 암석의 슬롯절삭에 관한 연구”, 대한화약기술학회지, 제19권, pp. 247-258.

5.

홍의준, 장석부, 송기일, 조계춘 (2010), “발파시 터널 숏크리트의 최대입자속도와 부착상태평가 분석”,한국터널공학회 논문집, 제12권, 제3호, pp. 247-255.

6.

황학, 이태노 (2002), “터널 심발부의 선균열을 이용한 발파공법의 현장시험에 관한 연구”, 한국터널공학회 논문집, 제4권, 제4호, pp. 287-300.

7.

Cha, M., Cho, G.C. (2007), “Compression wave velocity of cylindrical rock specimens: engineering modulus interpretation”, Japanese Journal of Applied Physics, Vol. 46, No. 7B, pp. 4497-4499.

8.

Evans, A.G., Gulden, M.E., Rosenblatt, M. (1978), “Impact damage in brittle materials in the elastic-plastic response régime”, Proc. R. Soc. Lond. Series. A., Vol. 361, pp. 343-365.

9.

Gensheng, L., Zhongwei, H., Jilei, H., Riji, C., Wei, X. (2007), “The productivity-enhancing technique of deep penetrating perforation with a high-pressure water jet”, Petroleum Science and Technology,Vol. 25, pp. 289-297.

10.

Kim, J.G., Song, J.J., Han, S.S., Lee, C.I. (2012), “Slotting of concrete and rock using an abrasive suspension waterjet system”, KSCE Journal of Civil Engineering, Vol. 16, No. 4, pp. 571-578.

11.

Momber, A. (2004), “Wear of rocks by water flow”, Rock Mechanics and Mining Sciences, Vol. 41, pp. 51-68.

12.

Summers, D.A. (1992), “Hydraulic mining: jet-assisted cutting”, SME Mining Engineering Handbook, 2ndedition (Ed. H.L. Hartman), Society for Mining, Metallurgy, and Exploration Inc., California, pp. 1918-1929.

13.

Summers, D.A. (1995), Waterjetting Technology, Chapman & Hall, London.

14.

Zeng, J., Kim, T.J. (1996), “An erosion model of polycrystalline ceramics in abrasive waterjet cutting”, Wear, Vol. 193, pp. 207-217.

(사)한국터널지하공간학회