Techniques of Controlling the Deviation of Long Boreholes inRock Engineering: Research and Application

ZHANG Wen-hui, ZHAO Xiao, ZHANG Yi-hu, SUN Hai-jiang

Journal of Changjiang River Scientific Research Institute ›› 2014, Vol. 31 ›› Issue (8) : 122-126.

PDF(1245 KB)
PDF(1245 KB)
Journal of Changjiang River Scientific Research Institute ›› 2014, Vol. 31 ›› Issue (8) : 122-126. DOI: 10.3969/j.issn.1001-5485.2014.08.0242014,31(08):122-126
MONOGRAPH ON THE CONSTRUCTION OF UNDERGROUND WATER-SEALED OIL STORAGE CAVERN

Techniques of Controlling the Deviation of Long Boreholes inRock Engineering: Research and Application

  • ZHANG Wen-hui1, ZHAO Xiao1, ZHANG Yi-hu2, SUN Hai-jiang1
Author information +
History +

Abstract

Control of borehole deviation is significant to underground water-sealed oil storage and rock anchorage engineering. We present some comprehensive methods to control the borehole deviation with horizontal drilling (depth 45-105m) at Huangdao underground water-sealed oil cavern as a case study. The techniques include drilling machine with high guiding efficiency, drill pipe with big rigidity, reasonable drill pipe centralizer, tightly fixed drilling machine, meticulous survey, adjustment of drilling parameters in time according to rock condition, borehole inclinometer and borehole TV used in time. By using these techniques, we conclude that the deviation rate of boreholes shorter than 20m and 40m can be controlled within 0.45%, 0.9%, respectively, which is a leading level internationally; the deviation rate of boreholes shorter than 60m could be limited in 2%, which is an internationally advanced level; and the deviation rate of boreholes shorter than 80, 100 m can be limited in 3%, 4%, respectively.

Key words

long borehole / deviation rate / control technique / underground water-sealed oil storage / rock anchorage

Cite this article

Download Citations
ZHANG Wen-hui, ZHAO Xiao, ZHANG Yi-hu, SUN Hai-jiang. Techniques of Controlling the Deviation of Long Boreholes inRock Engineering: Research and Application[J]. Journal of Changjiang River Scientific Research Institute. 2014, 31(8): 122-126 https://doi.org/10.3969/j.issn.1001-5485.2014.08.0242014,31(08):122-126

References

[1] 犹香智, 陈 刚, 胡 成. 黄岛地下储油库渗流场模拟[J]. 地下水, 2010, 32(2): 140-142.(YOU Xiang-zhi, CHEN Gang, HU Cheng. Seepage Simulation of Huangdao Underground Petroleum Storage Caverns[J]. Groundwater, 2010, 32(2): 140-142.(in Chinese))
[2] 梁维天, 邹万鹏, 韩 凯, 等. 浅析钻孔偏斜的若干问题[J]. 矿业工程, 2009, 7(2): 65-67. (LIANG Wei-tian , ZOU Wan-peng , HAN Kai, et al. Analysis of Reasons for Declination of Drill Hole[J]. Mining Engineering,2009, 7(2): 65-67.(in Chinese))
[3] 程良奎, 范景伦, 韩 军, 等. 岩土锚固[M]. 北京: 中国建筑工业出版社, 2003. (CHENG Liang-kui, FAN Jing-lun, HAN Jun, et al. Anchoring in Soil and Rock[M]. Beijing: China Architecture and Building Press,2003.(in Chinese))
[4] Post Tensioning Institute. American Code PTI. Recommendations for Pre-stressed Rock and Soil Anchors[S]. Phoenix, USA: Federal Highway Administration, 1986.
[5] British Standards Institution. DDRI: 1982 Code of Practice for Ground Anchorages: Draft for Development[S]. London: British Standards Institution, 1982.
[6] 土质工学会. 日本地层锚杆设计施工基准[S]. 东京:新日本印刷株式会社,1990. (Geotechnical Engineering Institute. Specification for Design and Construction of Ground Anchors of Japan[S]. Tokyo: Shinanihon Printing Co., Ltd., 1990. (in Japanese))
[7] The Institute of Architects and Engineers. Recommendation for the Design and Construction of Pre-stressed Ground Anchorage [S]. London: FIP Publications, 1991.
[8] GB50086—2001,锚杆喷射混凝土支护技术规范[S]. 北京:中国计划出版社,2001. (GB50086—2001,Technical Code for Bolt-shotcrete Support [S]. Beijing: China Planning Press, 2001. (in Chinese))
[9] 郭冬生. 三峡永久船闸高强锚杆施工与锚杆应力分析[J]. 岩石力学与工程学报, 2002, 21(2): 257-260. (GUO Dong-sheng. Stress Analysis and Installation Procedures of Rock Bolt for Permanent Ship Lock of TGP[J]. Chinese Journal of Rock Mechanics and Engineering, 2002, 21(2): 257-260.(in Chinese))
[10]张孝松, 禹 喜. 龙滩电站洞室群围岩锚固中的新材料和新工艺[J]. 水力发电, 2006,32(3): 60-62.(ZHANG Xiao-song, YU Xi. New Materials and New Techniques of Anchorage during Surrounding Rock of Underground Caves of Longtan Hydropower Station[J]. Water Power, 2006,32(3): 60-62. (in Chinese))
PDF(1245 KB)

Accesses

Citation

Detail

Sections
Recommended

/