›› 2009, Vol. 30 ›› Issue (S1): 235-238.

• Numerical Analysis • Previous Articles     Next Articles

Simulation model of drilling process of three-cone bit

KUANG Yu-chun, WU Kai-song, YANG Ying-xin, MA De-kun   

  1. Southwest Petroleum University, Chengdu 610500, China
  • Received:2009-04-20 Online:2009-08-10 Published:2011-03-16

Abstract:

The drilling process simulation of bits is important to optimize bit design, to improve efficiency of breaking rock, as well as to bit selection. Based on oil field drilling data, black-box method is used to be a basic modeling method of interaction model between bits and rock. Two important simulation models are built, which determine bit drilling performance, pit model of tooth and force-penetration model of tooth penetrate rock. Parameters of model are estimated by error gradient descent algorithm which includes parameters of bit structure and the rock properties. Then the simulation of bit drilling process is made. The main ideal of modeling by the drilling data is beneficial to use these data to improve the model, and reflects the various drilling conditions better. It also improves the practicability and economical efficiency of simulation technology of bits breaking rock.

Key words: three-cone bit, drilling process, inversion, simulation model, parameter estimation

CLC Number: 

  • TD 41
[1] RUAN Yong-fen, GAO Chun-qin, LIU Ke-wen, JIA Rong-gu, DING Hai-tao, . Inversion of rock and soil mechanics parameters based on particle swarm optimization wavelet support vector machine [J]. Rock and Soil Mechanics, 2019, 40(9): 3662-3669.
[2] MA Chun-hui, YANG Jie, CHENG Lin, LI Ting, LI Ya-qi, . Adaptive inversion analysis of material parameters of rock-fill dam based on QGA-MMRVM [J]. Rock and Soil Mechanics, 2019, 40(6): 2397-2406.
[3] XU Nian-chun, WU Tong-qing, PI Hai-yang, YOU Lei, WU Yue,. Inversion of shear strength of soil based on flexible bearing plate loading test [J]. , 2018, 39(S1): 227-234.
[4] YAN Tian-you, CUI Zhen, ZHANG Yong-hui, ZHANG Chuan-jian, SHENG Qian, LI Jian-he,. Study of distribution characteristics of in-situ stress field in occurrence area of crossing active fault tunnel engineering [J]. , 2018, 39(S1): 378-386.
[5] WANG Qing-wu, JU Neng-pan, DU Ling-li, HUANG Jian, HU Yong,. Three dimensional inverse analysis of geostress field in the Sangri–Jiacha section of Lasa–Linzhi railway [J]. , 2018, 39(4): 1450-1462.
[6] LIU Fei-yue, YANG Tian-hong, ZHANG Peng-hai1, ZHOU Jing-ren, DENG Wen-xue, HOU Xian-gang, ZHAO Yong-chuan, . Dynamic inversion of rock fracturing stress field based on acoustic emission [J]. , 2018, 39(4): 1517-1524.
[7] YIN Shuai, DING Wen-long, SHAN Yu-ming, ZHOU Wen, XIE Run-cheng,. A new method for quantitative evaluation of microcrack stress sensitivity of tight sandstone reservoir based on inversion of acoustic data [J]. , 2017, 38(2): 409-418.
[8] CAO Yuan, NIU Guan-yi, WANG Tie-liang, WANG Ying-jie,. A new method for rock porosity inversion based on in-situ permeability test [J]. , 2017, 38(1): 272-276.
[9] FENG Fan, QIU Xin-jiao, ZHANG Guo-xin, GUAN Jun-feng, WANG Dan,. Inversion of mechanical parameters of super-high arch dam based on deformation monitoring during construction period [J]. , 2017, 38(1): 237-246.
[10] WU Shun-chuan, HUANG Xiao-qing, CHEN Fan, CHAI Jin-fei, WU Hao-yan, . Moment tensor inversion of rock failure and its application [J]. , 2016, 37(S1): 1-18.
[11] LI Pei-chao, XU Zhen-hua. An analytical solution of finite two-dimensional Biot’s consolidation due to surface loading within a fluid-saturated porous medium [J]. , 2016, 37(9): 2599-2602.
[12] YANG He, ZHOU Wei, MA Gang, LI Shao-lin, CHANG Xiao-lin. Inversion of instantaneous and rheological parameters of high rockfill dams based on response surface method [J]. , 2016, 37(6): 1697-1705.
[13] CHEN Jian, WANG Zhan-sheng, RONG Hu-reng,. ‘Two sides of one’ method for inversion of correlated parameters random fields [J]. , 2016, 37(6): 1773-1780.
[14] GUO Qing-biao , GUO Guang-li , Lü Xin , CHEN Tao , WANG Jin-tao,. Prediction model for surface subsidence and parameters inversion in valley bottom area [J]. , 2016, 37(5): 1351-1356.
[15] CHENG Li, LIU Yao-ru, PAN Yuan-wei, YANG Qiang, ZHOU Zhong, XUE Li-jun,. Research on ultimate bearing capacity of Jinping-I Arch Dam based on impoundment period inversion [J]. , 2016, 37(5): 1388-1398.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] ZHU Yun-hua, LIU Xin-rong, SHU Zhi-le. [J]. , 2009, 30(10): 3215 -3216 .
[2] LIU Xiao-wen,CHANG Li-jun,HU Xiao-rong. Experimental research of matric suction with water content and dry density of unsaturated laterite[J]. , 2009, 30(11): 3302 -3306 .
[3] WANG Guan-shi, LI Chang-hong, CHEN Bao-jun, LI Sh-ihai. Propagation law of stress wave in nonlinear structural surface medium[J]. , 2009, 30(12): 3747 -3752 .
[4] WANG Zhao-yang, XU Qiang, NI Wan-kui. Study of undisturbed loess stress-strain relation during CT test[J]. , 2010, 31(2): 387 -391 .
[5] DENG Qin,GUO Ming-wei,LI Chun-guang,GE Xiu-run. Vector sum method for slope stability analysis based on boundary element method[J]. , 2010, 31(6): 1971 -1976 .
[6] WAN Shao-shi, NIAN Ting-kai, JIANG Jing-cai, LUAN Mao-tian. Discussion on several issues in slope stability analysis based on shear strength reduction finite element methods (SSR-FEM)[J]. , 2010, 31(7): 2283 -2288 .
[7] YAN Tie, LI Wei, BI Xue-liang. Research on effective stress model in porous media based on fractal method[J]. , 2010, 31(8): 2625 -2629 .
[8] ZHAO Shang-yi, ZHENG Ying-ren, LI An-hong, QIU Wen-ping, TANG Xiao-song. Application of multi-row embedded anti-slide piles to landslide of Wulong county government[J]. , 2009, 30(S1): 160 -164 .
[9] LIU Zhen-ping, HE Huai-jian, ZHU Fa-hua. Study of technology of fast 3D modeling and visualization based on borehole data[J]. , 2009, 30(S1): 260 -266 .
[10] ZHAO Yue-tang, LIN Jia-wei, SHI Lei. Research of spalling under impulse loading[J]. , 2011, 32(S2): 122 -126 .