[1]
Ye Y.T.: The Engineering of Impact Drilling in Deep Water Depth of Large Diameter Piling. West-China Explor. Eng. 1, 51-52 (2007) (in Chinese).
Google Scholar
[2]
Wang X., Yu F.S., Dong M.Q., et al:Computer Simulation of Fracture Damage for Large-diameter Percussive Drill. Adv. Mater. Res. 4, 2071-2075(2011).
DOI: 10.4028/www.scientific.net/amr.189-193.2071
Google Scholar
[3]
Wang X., Yu F.S., Song X.C.: Computer Simulation Study on Fracture for Large Impact Drill. J. Shandong Jianzhu Univ., 26, 84-87 (2011) (in Chinese).
Google Scholar
[4]
Cao Y.L.: Failure of large diameter deep hole drilling tool. Min. Res. Devel. (China), 20, 33-34 (2000) (in Chinese).
Google Scholar
[5]
Hui X.B.: Harbin-Dalian railway passenger dedicated bored piles and study of auger drill construction. Chengdu: Southwest Jiaotong University (2003) (in Chinese).
Google Scholar
[6]
Yan E.F.: Experiment and Analysis Study on Percussion Device of CHF-20 Percussion and Rotary Reverse Circulation Drilling Rig. Changchun: Jilin University 1-7, (2005) (in Chinese).
Google Scholar
[7]
Yan T.N.: Geotechnical Drilling Engineering. Wuhan: China University of Geosciences Press (2009) (in Chinese).
Google Scholar
[8]
Wu W.X.: Damping measures study for the power house base under the geological conditions at the fault fracture zone. Gansu Water Conservancy and Hydropower Technology, 44, 397-399 (2008) (in Chinese).
Google Scholar
[9]
Zhan S.B., Wang D.X.: Drilling Process Analysis of the CJF-20 Percussion Drill Rig of Reverse Circulation. Geol. Sci. Technol. Inform. (China), 18, 23-24, (1999) (in Chinese).
Google Scholar