›› 2015, Vol. 36 ›› Issue (5): 1352-1356.doi: 10.16285/j.rsm.2015.05.016

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

An integral method for calculating pore structure eigenvalue of rock

LI Min1, TAO Zheng-wu1, LIU Quan-wen2, WU Ze-min3, LI Tao4, XIAO Wen-lian1, KANG Ju 5   

  1. 1. State Key of Oil and Gas Reservoir Geology and Exploitation, Southwest Petroleum University, Chengdu, Sichuan 610500, China; 2. Petroleum Engineering College, Guangdong University of Petrochemical Technology, Maoming, Guangdong 525000, China; 3. Fourth Project Department of Extra-Low Permeability Reservoirs, Changqing Oilfield Company, Qingyang, Gansu 745000, China; 4. Oil Exploration and Development Academy of Henan Oilfield Branch of Sinopec, Nanyang, Henan 473132, China; 5. Natural Gas Department, Tarim Oilfield Company, PetroChina, Korla, Xinjiang 841000, China
  • Received:2014-06-17 Online:2015-05-11 Published:2018-06-13

Abstract: Due to the limitations of both the graphic method and the rectangular method in determining the pore structure eigenvalues of rock, an integral method is proposed, in which the pore radius is integrated to determine the eigenvalues. In applying the integral method, the pore radius is first determined through a capillary pressure model. Then a capillary pressure power function is derived and presented in the double logarithmic coordinate system, and the model parameters are acquired using the least square method. The proposed model is validated through comparing the calculations with the data provided in Sami’s paper. A connection between rectangular method and integral method is identified, showing that the pore structure eigenvalue can be calculated using the integral method. Finally, comparison of the proposed method with other two methods indicates that the results calculated by the integral method are closer to the real values. This study can help understand the characteristics of rock micro-pore structure.

Key words: pore structure eigenvalue, capillary pressure, power function model, least square method

CLC Number: 

  • TU 452
[1] LI Qian-qian , HUANG Dong , QIAO Jian-ping , CUI Zhong-xing, . Linear optimization method for shear strength parameters of rock mass [J]. , 2014, 35(S2): 156-161.
[2] WANG Yuan,LIU Yang. Dry-out effect and site selection for CO2 storage in deep saline aquifers [J]. , 2014, 35(6): 1711-1717.
[3] YU Dong-ming , YAO Hai-lin , WU Shao-feng . Difference and modification of regression analysis methods to estimate shear strength parameters obtained by triaxial test [J]. , 2012, 33(10): 3037-3042.
[4] YIN Guang-zhi, YUE Shun, ZHONG Tao, LI De-quan. [J]. , 2009, 30(9): 2727-2732.
[5] HU Xiu-hong,WU Fa-quan. Research on two-parameter negative exponential distribution of discontinuity spacings in rock mass [J]. , 2009, 30(8): 2353-2358.
[6] FU Yu-hua,WANG Xing-ming,YUAN Hai-ping. Finite element inverse analysis of boundary load for tectonic stress field [J]. , 2009, 30(6): 1850-1855.
[7] CHU Xi-hua, XU Yuan-jie. Studies on transformation from M-C criterion to Drucker-Prager criterions based on distortion energy density [J]. , 2009, 30(10): 2985-2990.
[8] MIAO Yu , YAN Fei , WANG Yuan-han , WAN Yun-dong . Dual reciprocity hybrid boundary node method in geotechnical engineering [J]. , 2008, 29(7): 1872-1876.
[9] SUN Guan-hua, ZHENG Hong, LI Chun-guang. Searching critical slip surface of slopes based on equivalent plastic strain [J]. , 2008, 29(5): 1159-1163.
[10] HE Ning, GUAN Bing-hong,LOU Yan, WU Yi, SU Hui . Estimation of final settlement of soft soil foundation of Baoguosi travel road [J]. , 2006, 27(S2): 86-90.
[11] LI Kang-hong , CHAI Jun-rui,. Research on capillary pressure-saturation curve for a single fracture in an unsaturated fractured mass [J]. , 2006, 27(8): 1253-1257.
[12] MIAO Yu , MAO Feng , WANG Yuan-han , ZHANG Jun , LI Liang-hui,. Hybrid boundary node method in geotechnical engineering [J]. , 2005, 26(9): 1452-1455.
[13] Li Shouju , Liu Yingxi, Wang Denggang;Liu Yujing. Identification of initial stress field parameters in the rock mass with the stochastic method [J]. , 2000, 21(2): 126-129.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] TANG Ming-ming, WANG Zhi-yin, MA Lan-ping, ZENG Zhi-hua, ZHANG Zhi-pei. Study of design parameters of oil-gas pipeline traversing loess gully[J]. , 2010, 31(4): 1314 -1318 .
[2] LIN Hang,CAO Ping,LI Jiang-teng,JIANG Xue-liang,HE Zhong-ming. Deformation stability of three-dimensional slope based on Hoek-Brown criterion[J]. , 2010, 31(11): 3656 -3660 .
[3] LI Jun-cai,JI Guang-qiang,SONG Gui-hua,ZHANG Qiong,WANG Zhi-liang,YAN Xiao-min. In-situ measurement and analysis of sparse pile-raft foundation of high-rise building[J]. , 2009, 30(4): 1018 -1022 .
[4] WEI Ning,LI Xiao-chun,WANG Yan,GU Zhi-meng. Resources quantity and utilization prospect of methane in municipal solid waste landfills[J]. , 2009, 30(6): 1687 -1692 .
[5] NIU Wen-jie,YE Wei-min,LIU Shao-gang,YU Hai-tao. Limit analysis of a soil slope considering saturated-unsaturated seepage[J]. , 2009, 30(8): 2477 -2482 .
[6] YIN Hong-lei,XU Qian-jun,LI Zhong-kui. Effect of swelling deformation on stability of expansive soil slope[J]. , 2009, 30(8): 2506 -2510 .
[7] WANG Ke-liang, LIU Ling, SUI Tong-bo , XU Yun-hai, HU Ting-zheng. Experiment research on anti-shear(cut)performance of dam bedrock-rubber powder modified concrete in-situ[J]. , 2011, 32(3): 753 -756 .
[8] LIN Da-ming1,2,SHANG Yan-jun1,SUN Fu-jun3,SUN Yuan-chun1,2,WU Feng-bo1,2,LIU Zhi. Study of strength assessment of rock mass and application[J]. , 2011, 32(3): 837 -842 .
[9] WU Jian,FENG Shao-kong,LI Hong-jie. Study of automatically extracting structural plane parameters from borehole images[J]. , 2011, 32(3): 951 -957 .
[10] LI Hui , YAN E-chuan , YANG Jian-guo , Lü Kun . Study of interaction of landslide mass and retaining wall under condition of reservoir water[J]. , 2012, 33(5): 1593 -1600 .