›› 2006, Vol. 27 ›› Issue (S1): 493-496.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Creep rate and creep parameters analysis of rock layer in drilling engineering

CHEN Feng1, TANG Dai-xu2, YANG Chun-he1   

  1. 1. Key Laboratory of Rock and Soil Mechanics, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; 2. Oilfield Chemistry Department, Drilling Technology Institute, Shengli Petroleum Administration Bureau, Dongying, 257017
  • Received:2006-04-20 Published:2006-12-15

Abstract: The salt rock layer and the soft mudstone layer with salt, which have the low permeability, are usually the sealing layer of the large-scale oil-gas pool in the oil geology exploratory engineering. Thanks to the creep behavior of salt rock, the drilling technique in the salt rock layer becomes the difficult problem of drilling engineering. Based on the measured result of the drilling hole diameter between the different time, the creep rates of the rock layers in the deep stratum are obtained. The creep rate of the soft mudstone with salt is maximal. Secondly is the salt rock layer. The exponent creep constitutive law is employed to analyze the creep rate of rock layer in the three-dimensional numerical method. The creep parameters of salt rock and mudstone with salt are obtained. The parameters can be used in the optimizing analysis of the drilling mud density.

Key words: salt rock, mudstone with salt, creep, damage, drilling mud density

CLC Number: 

  • TU 452
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
[1] JIN Jun-chao, SHE Cheng-xue, SHANG Peng-yang. A nonlinear creep model of rock based on the strain softening index [J]. Rock and Soil Mechanics, 2019, 40(6): 2239-2246.
[2] WANG Jie, SONG Wei-dong, TAN Yu-ye, FU Jian-xin, CAO Shuai, . Damage constitutive model and strength criterion of horizontal stratified cemented backfill [J]. Rock and Soil Mechanics, 2019, 40(5): 1731-1739.
[3] CAO Meng, YE Jian-hong, . Creep-stress-time four parameters mathematical model of calcareous sand in South China Sea [J]. Rock and Soil Mechanics, 2019, 40(5): 1771-1777.
[4] ZHANG Wei, QU Zhan-qing, GUO Tian-kui, SUN Jiang. Numerical simulation of hydraulic fracturing in hot dry rocks under the influence of thermal stress [J]. Rock and Soil Mechanics, 2019, 40(5): 2001-2008.
[5] WANG Yu, AI Qian, LI Jian-lin, DENG Hua-feng, . Damage characteristics of sandstone under different influence factors and its unloading failure meso-morphology properties [J]. Rock and Soil Mechanics, 2019, 40(4): 1341-1350.
[6] LI Xiao-zhao, QI Cheng-zhi, SHAO Zhu-shan, QU Xiao-lei, . Micromechanics-based model study of shear properties of brittle rocks [J]. Rock and Soil Mechanics, 2019, 40(4): 1358-1367.
[7] ZHU Sai-nan, YIN Yue-ping, LI Bin, . Shear creep behavior of soft interlayer in Permian carbonaceous shale [J]. Rock and Soil Mechanics, 2019, 40(4): 1377-1386.
[8] WANG Tao, LIU Si-hong, ZHENG Shou-ren, LU Yang, . Experimental study of compression characteristics of rockfill materials with composite grout [J]. Rock and Soil Mechanics, 2019, 40(4): 1420-1426.
[9] GAO Feng, XIONG Xin, ZHOU Ke-ping, LI Jie-lin, SHI Wen-chao, . Strength deterioration model of saturated sandstone under freeze-thaw cycles [J]. Rock and Soil Mechanics, 2019, 40(3): 926-932.
[10] YU Jin, ZHANG Xin, CAI Yan-yan, LIU Shi-yu, TU Bing-xiong, FU Guo-feng, . Meso-damage and mechanical properties degradation of sandstone under combined effect of water chemical corrosion and freeze-thaw cycles [J]. Rock and Soil Mechanics, 2019, 40(2): 455-464.
[11] LI Cheng-wu, FU Shuai, XIE Bei-jing, LI Guang-yao, WAN Tian-yu. Characteristics and generation mechanism of low-frequency magnetic field generated during the damage of coal under static load [J]. Rock and Soil Mechanics, 2019, 40(2): 481-488.
[12] KANG Yan-fei, CHEN Jie, JIANG De-yi, LIU Wei, FAN Jin-yang, WU Fei, JIANG Chang-qi, . Damage self-healing property of salt rock after brine immersion under different temperatures [J]. Rock and Soil Mechanics, 2019, 40(2): 601-609.
[13] LI Xin, LIU En-long, HOU Feng, . A creep constitutive model for frozen soils considering the influence of temperature [J]. Rock and Soil Mechanics, 2019, 40(2): 624-631.
[14] ZHENG Guang-hui, XU Jin-yu, WANG Peng, FANG Xin-yu, WANG Pei-xi, WEN Ming, . Physical characteristics and degradation model of stratified sandstone under freeze-thaw cycling [J]. Rock and Soil Mechanics, 2019, 40(2): 632-641.
[15] KANG Yan-fei, CHEN Jie, JIANG De-yi, LIU Wei, FAN Jin-yang. Summary on damage self-healing property of rock salt [J]. Rock and Soil Mechanics, 2019, 40(1): 55-69.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] HU Da-wei, ZHOU Hui, XIE Shou-yi, ZHANG Kai, SHAO Jian-fu, FENG. Study of Biot’s coefficients of marble during plastic deformation phase[J]. , 2009, 30(12): 3727 -3732 .
[2] HUO Ming,CHEN Jian-bing,ZHU Dong-peng,ZHANG Jin-zhao. Study of early warning on roadbed diseases of Qinghai-Tibet highway in permafrost regions[J]. , 2010, 31(1): 331 -336 .
[3] TANG Hai, LI Jun-ru. Numerical simulation of influence of protruding topography on blasting vibration wave propagation[J]. , 2010, 31(4): 1289 -1294 .
[4] LIU Han-long, WANG Xin-quan, CHEN Yong-hui, LU Jian-hua. Field experimental study of mechanical performance of Y-shaped vibro-pile reinforced embankments[J]. , 2009, 30(2): 297 -304 .
[5] ZHANG Zhi-guo, HUANG Mao-song, WANG Wei-dong. Responses of existing tunnels induced by adjacent excavation in soft soils[J]. , 2009, 30(5): 1373 -1380 .
[6] XIAO Ming-zhao,ZHOU Cheng-hao ,CHENG Yun,FENG Xiao-la ,YANG Jun-mei. Application of finite elements and modified simplex method jointed programming technology to displacement back analysis[J]. , 2011, 32(3): 899 -904 .
[7] ZHU Fa-hua , HE Huai-jian , LIU Qiang. Engineering geology information management based on GIS and 3D visualization[J]. , 2009, 30(S2): 404 -407 .
[8] FAN Qiu-yan , YANG Qin-jie , ZHU Zhen. Study of foundation horizontal resistance coefficient for argillaceous soft rocks[J]. , 2011, 32(S2): 137 -142 .
[9] JIA Shan-po ,CHEN Wei-zhong ,YU Hong-dan ,LI Xiang-ling. Study of hydro-mechanical-damage coupled creep constitutive model of mudstone, Part Ⅰ: Theoretical model[J]. , 2011, 32(9): 2596 -2602 .
[10] LIU Xiu-min,CHEN Cong-xin,SHEN Qiang,CHEN Jian-sheng. Spatial prediction and evaluation of collapse of covered karst[J]. , 2011, 32(9): 2785 -2790 .