• 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引(EI)收录期刊
  • Scopus数据库收录期刊
CHENG Feng, WANG Xing-hua, MO Shi-xiong. Constitutive model for damage of invasion surface of heavy metal-contaminated rock[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(12): 2274-2281. DOI: 10.11779/CJGE201412016
Citation: CHENG Feng, WANG Xing-hua, MO Shi-xiong. Constitutive model for damage of invasion surface of heavy metal-contaminated rock[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(12): 2274-2281. DOI: 10.11779/CJGE201412016

Constitutive model for damage of invasion surface of heavy metal-contaminated rock

More Information
  • Received Date: April 22, 2014
  • Published Date: December 25, 2014
  • Based on the acid-base proton theory, the erosion mechanism after heavy metal pollutants infiltrating into rock is discussed. The extension performances of lead (Pb), cadmium (Cd), copper (Cu), zinc (Zn) are analyzed by using the convection-diffusion model. By way of combining the viscoelastic model and the damage monomer model, a 3D extended-fissile model is established for heavy metal contaminated rock. The deformation rules of invaded surface are discussed under different extension rates. The model fitting results are verified by the data of axial static load tests. The results show that different heavy metal pollutants have different invasion and extension performances in rock, and there is a good agreement between the experimental stress-strain curves of contaminated rock with different lithologies in the same test conditions and the fitting results of the combination model.
  • [1]
    郭牡丹, 朱浮声, 王述红, 等. 岩体非贯通结构面的岩桥贯通准则研究[J]. 岩土工程学报, 2013, 35(8): 1513-1518. (GUO Mu-dan, ZHU Fu-sheng, WANG Shu-hong, et al. Coalescence criterion for ligament of rock mass containing discontinuous structural planes[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(8): 1513-1518. (in Chinese))
    [2]
    唐春安. 岩石破裂过程的灾变[M]. 北京: 煤炭工业出版社, 1993. (TANG Chun-an. Catastrophe in rock unstable failure[M]. Beijing: China Coal Industry Publishing House, 1993. (in Chinese))
    [3]
    WILSON K G. Problems in physics with many scales of length [J]. Scient Am, 1979, 241: 158-179.
    [4]
    杨建平, 陈卫忠, 吴月秀, 等. 裂隙岩体等效渗透系数张量数值法研究[J].岩土工程学报, 2013, 35(6): 1183-1188. (YANG Jian-ping, CHEN Wei-zhong, WU Yue-xiu, et al. Numerical study on equivalent permeability tensor of fractured rock masses[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(6): 1183-1188. (in Chinese))
    [5]
    宫凤强, 李夕兵, 刘希灵, 等. 一维动静组合加载下砂岩动力学特性的试验研究[J]. 岩石力学与工程学报, 2010, 29(10): 2076-2085. (GONG Feng-qiang, LI Xi-bing, LIU Xi-ling, et a1. Experimental study of dynamic characteristics of sandstone under one-dimensional coupled static and dynamoic loads[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(10): 2076-2085. (in Chinese))
    [6]
    陈忠辉, 林忠明, 谢和平, 等. 三维应力状态下岩石损伤破坏的卸荷效应[J]. 煤炭学报, 2004, 29(1): 31-35. (CHEN Zhong-hui, LIN Zhong-ming, XIE He-ping, et a1. Damage study on brittle rock failure under complicated stresses[J]. Journal of China Coal Society, 2004, 29(1): 31-35. (in Chinese))
    [7]
    杨桂通, 树学锋. 塑性力学[M]. 北京: 中国建材工业出版社, 2000. (YANG Gui-tong, SHU Xue-feng. Mechanics of plasticity[M]. Bejing: Chinese Architectural Material Industry Press, 2000. (in Chinese))
    [8]
    陈永贵, 邹银生, 张可能, 等. 重金属污染物在黏土固化注浆帷幕中的运移规律[J]. 岩土力学, 2007, 28(12): 2583-2587. (CHEN Yong-gui, ZOU Yin-sheng, ZHANG Ke-neng, et a1. Heavy metals transport process through clay-solidified grouting curtain in waste landfills[J]. Rock and Soil Mechanics, 2007, 28(12): 2583-2587. (in Chinese))
    [9]
    李夕兵, 左宇军, 马春德. 动静组合加载下岩石破坏的应变能密度准则及突变理论分析[J]. 岩石力学与工程学报, 2005, 24(16): 2814-2824. (LI Xi-bing, ZUO Yu-jun, MA Chun-de. Failure criterion of strain energy density and catastrophe theory analysis of rock subjected to static-dynamic coupling loading[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(16): 2814-2824. (in Chinese))
    [10]
    陆晓霞, 张培源. 在围压冲击条件下岩石损伤黏塑性本构关系[J]. 重庆大学学报(自然科学版), 2002, 25(1): 6-9. (LU Xiao-xia, ZHANG Pei-yuan. Rock damage viscoplastic constitutive relationship with compression[J]. Journal of Chongqing University(Natural Science) , 2002, 25(1): 6-9. (in Chinese))
    [11]
    陈士海, 崔新壮. 含损伤岩石的动态损伤本构关[J]. 岩石力学与工程学报, 2002, 21(增刊): l955-1957. (CHEN Shi-hai, CUI Xin-zhuang. Dynamic damage constitution relation of rock with initial damage[J]. Chinese Journal of Rock Mechanics and Engineering, 2002, 2l(S0): 1955-1957. (in Chinese))
    [12]
    信礼田. 强冲击载荷下岩石的力学性能[J]. 岩士工程学报, 1996, 18(6): 61-68. (XIN Li-tian. The mechanical properties of rock under strong impact loading[J]. Chinese Journal of Geotechnical Engineering, 1996, 18(6): 61-68. (in Chinese))
    [13]
    章根德. 岩石在动载作用下的脆性断裂[J]. 岩土工程学报, 1981, 3(2): 43-49. (ZHANG Gen-de.The brittle fracture under dynamic load[J]. Chinese Journal of Geotechnical Engineering, 1981, 3(2): 43-49. (in Chinese))
    [14]
    李夕兵, 古德生. 岩石冲击动力学[M]. 长沙: 中南工业大学出版社, 1994. (LI Xi-bing, GU De-sheng. Rock impact dynamics[M]. Changsha: Central South University of Technology Press, 1994. (in Chinese))
    [15]
    李世平, 李玉寿, 吴振业. 岩石全应力应变过程对应的渗透率-应变方程[J]. 岩土工程学报, 1995, 17(2): 13-19. (LI Shi-ping, LI Yu-shou, WU Zhen-ye. The permeability-strain equations relating to complete stress-strain path of the rock[J]. Chinese Journal of Geotechnical Engineering, 1995, 17(2): 13-19. (in Chinese))
    [16]
    彭苏萍, 孟召平, 王 虎, 等. 不同围压下砂岩孔渗规律试验研究[J]. 岩石力学与工程学报, 2003, 22(5): 742-746. (PENG Su-ping, MENG Zhao-ping, WANG Hu, et a1. Testing study on pore ratio and permeability of sandstone under different confining pressures[J]. Chinese Journal of Rock Mechanics and Engineering, 2003, 22(5): 742-746. (in Chinese))
    [17]
    姜振泉, 季梁军, 左如松, 等. 岩石在伺服条件下的渗透性与应变、应力的关联性特征[J]. 岩石力学与工程学报, 2002, 21(10): 1442-1446. (JIANG Zhen-quan, JI Liang-jun, ZUO Ru-song, et a1. Correlation among rock permeability and strain, stress under servo-control condition[J]. Chinese Journal of Rock Mechanics and Engineering, 2002, 21(10): 1442-1446. (in Chinese))

Catalog

    Article views (252) PDF downloads (212) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return