›› 2015, Vol. 36 ›› Issue (8): 2298-2306.doi: 10.16285/j.rsm.2015.08.024

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Experimental research on mechanical and thermal properties of oil sand

LI Cun-bao1, 2, XIE Ling-zhi2, 3, CHEN Sen4, DOU Sheng-jun4, XU Bin5   

  1. 1. Department of Civil Engineering, Sichuan University, Chengdu, Sichuan 610065, China; 2. Key Laboratory of Energy Engineering Safety and Disaster Mechanics of Ministry of Education, Sichuan University, Chengdu, Sichuan 610065, China; 3. Institute of New Energy and Low Carbon Technology, Sichuan University, Chengdu, Sichuan 610065, China; 4. Technology Research & Development Center of Oil Production Technology Research Institute, Xinjiang Oilfield Company, Kelamayi, Xinjiang 834000, China; 5. BitCan Geosciences & Engineering Inc., Calgary, Alberta, TZP 3L5, Canada
  • Received:2014-09-15 Online:2015-08-11 Published:2018-06-13

Abstract: The consolidated drained triaxial compression tests on oil sand, which is from a heavy oil reservoir of Fengcheng oil field in Kelamayi, Xinjiang, are conducted at both room and high temperatures to study its mechanical and thermal properties. Experimental results show that the deviatoric stress-strain behaviour of oil sand at room temperature is divided into three stages: elastic, plastic and softening stages. At high temperature the compaction stage occurs before the elastic stage, however the variations of volumetric strain are significantly different at different confining pressures. Elastic modulus and Poisson's ratio of oil sand show a good linear relationship with the consolidation pressure. There is less effect of high temperature on the peak strength, residual strength, elastic modulus and Poisson's ratio. The values of internal friction angle and cohesion of oil sand are 34°and 0.47 MPa respectively, which are close to those of coarse grained soils. The coefficient of thermal expansion increases with increasing confining pressure, and the circumferential expansion coefficient is sufficiently larger than the axial one. A critical temperature occurs at the confining pressure of 5 MPa. The deformation of oil sand presents varied characteristics as the temperature below or above the critical temperature. The axial, circumferential and volumetric deformations expand linearly with the increase of temperature when temperature is below the critical value, but the deformations reduce linearly when temperature is above it. Finally, comparing the properties of Fengcheng oil sand with Athabasca oil sand and Cold Lake oil sand, it is found that the strength and deformation characteristics of oil sand are similar to great extent. Thus this study is particularly significant in the exploitation of heavy oil from the Fengcheng area.

Key words: Fengcheng oil field, oil sand, rock mechanics, thermal properties, experimental research

CLC Number: 

  • TU 458.3
[1] ZHANG Yan-bo, SUN Lin, YAO Xu-long, LIANG Peng, TIAN Bao-zhu, LIU Xiang-xin, . Experimental study of time-frequency characteristics of acoustic emission key signals during granite fracture [J]. Rock and Soil Mechanics, 2020, 41(1): 157-165.
[2] SEISUKE Okubo, TANG Yang, XU Jiang, PENG Shou-jian, CHEN Can-can, YAN Zhao-song, . Application of 3D-DIC system in rock mechanic test [J]. Rock and Soil Mechanics, 2019, 40(8): 3263-3273.
[3] MA Qiu-feng, QIN Yue-ping, ZHOU Tian-bai, YANG Xiao-bin. Mechanical properties and constitutive model of porous rock under loading and unloading [J]. Rock and Soil Mechanics, 2019, 40(7): 2673-2685.
[4] TIAN Jun, LU Gao-ming, FENG Xia-ting, LI Yuan-hui, ZHANG Xi-wei. Experimental study of the microwave sensitivity of main rock-forming minerals [J]. Rock and Soil Mechanics, 2019, 40(6): 2066-2074.
[5] 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.
[6] SU Guo-shao, YAN Si-zhou, YAN Zhao-fu, ZHAI Shao-bin, YAN Liu-bin, . Evolution characteristics of acoustic emission in rockburst process under true-triaxial loading conditions [J]. Rock and Soil Mechanics, 2019, 40(5): 1673-1682.
[7] 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.
[8] 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.
[9] CHEN Wei-zhong, LI Fan-fan, MA Yong-shang, LEI Jiang, YU Hong-dan, XING Tian-hai, ZHENG You-lei, JIA Xiao-dong, . Development of a parallel-linkage triaxial testing machine for THM coupling in soft rock [J]. Rock and Soil Mechanics, 2019, 40(3): 1213-1220.
[10] 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.
[11] LI Xiao-zhao, SHAO Zhu-shan, QI Cheng-zhi, . Study on rock crack damage and confining pressure effects on shear fracture band [J]. Rock and Soil Mechanics, 2019, 40(11): 4249-4258.
[12] JIN Jun-chao, SHE Cheng-xue, SHANG Peng-yang. Study on strength parameters and dilation angle evolution models in hard rock elasto-plastic deformation and failure process [J]. Rock and Soil Mechanics, 2019, 40(11): 4401-4411.
[13] MA Peng-fei, LI Shu-chen, ZHOU Hui-ying, ZHAO Shi-sen. Simulations of crack propagation in rock-like materials using modified peridynamic method [J]. Rock and Soil Mechanics, 2019, 40(10): 4111-4119.
[14] ZHANG Feng-rui, JIANG An-nan, JIANG Zong-bin, ZHANG Guang-tao. Experimental study of damage and creep property of rock under coupled chemical corrosion and freeze-thaw cycle [J]. Rock and Soil Mechanics, 2019, 40(10): 3879-3888.
[15] SONG Hong-qiang, ZUO Jian-ping, CHEN Yan, LI Li-yun, HONG Zi-jie, . Revised energy drop coefficient based on energy characteristics in whole process of rock failure [J]. Rock and Soil Mechanics, 2019, 40(1): 91-98.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] LI Ying-yong,ZHANG Ding-li,ZHANG Hong-bo,SONG Xiu-guang. Research on failure mechanism and effects of prestressed anchor cables for reinforcing slopes[J]. , 2010, 31(1): 144 -150 .
[2] LI Jing,MIAO Lin-chang,ZHONG Jian-chi,FENG Zhao-xiang. Deformation and damping characteristics of EPS beads-mixed lightweight soil under repeated load-unloading[J]. , 2010, 31(6): 1769 -1775 .
[3] WANG Li-yan,JIANG Peng-ming,LIU Han-long. Mechanism analysis of residual liquefied deformation of breakwater during earthquake[J]. , 2010, 31(11): 3556 -3562 .
[4] LI Xiu-zhen,WANG Cheng-hua,DENG Hong-yan. A comparison of distance and Fisher discrimination methods applied to identifying potential landslides[J]. , 2011, 32(1): 186 -192 .
[5] JI Wu-jun. Investigation and analysis of engineering problems for loess tunnels[J]. , 2009, 30(S2): 387 -390 .
[6] CHEN Li-hua , LIN Zhi , LI Xing-ping. Study of efficacy of systematic anchor bolts in highway tunnels[J]. , 2011, 32(6): 1843 -1848 .
[7] CHEN Li-wen, SUN De-an. Bifurcation analysis of overconsolidated clays with soil-water coupling along different stress paths[J]. , 2011, 32(10): 2922 -2928 .
[8] ZHENG Gang ZHANG Li-ming DIAO Yu. Analysis of working performance of piles beneath excavation bottom and settlement calculation[J]. , 2011, 32(10): 3089 -3096 .
[9] MA Gang , CHANG Xiao-lin , ZHOU Wei , ZHOU Chuang-bing . Deep anti-sliding stability analysis of gravity dam based on Cosserat continuum theory[J]. , 2012, 33(5): 1505 -1512 .
[10] WANG Song-he,QI Ji-lin. Experimental study of relaxation characteristics of warm permafrost[J]. , 2012, 33(6): 1660 -1666 .