›› 2013, Vol. 34 ›› Issue (4): 1025-1030.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Analysis of factors influencing rock salt dissolution rate under triaxial stress effect

JIANG De-yi1, SONG Shu-yi1, REN Song1, CHEN Jie1, YANG Chun-he1, 2   

  1. 1. State Key Laboratory of Coal Mine Disaster Dynamics and Control, Chongqing University, Chongqing 400044, China; 2. Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China
  • Received:2012-01-20 Online:2013-04-10 Published:2013-04-16

Abstract: Rock salt sample dissolution tests under on the condition of triaxial stress with self-designed triaxial testing machine, rock salt dissolution rate orthogonal experiment under the mutual coupling of concentration, temperature, flow and deviatoric stress under the condition of triaxial stress, are carried out. Various factors influencing rock salt dissolution rate are studied. Any two factors are the binary linear regression, the relative importance ratio according to the standardized regression coefficients for rock salt dissolution rate to build judgment matrix; analytic hierarchy process is used to calculate weights of various factors. The results show that: Rock salt dissolution rate decreased rapidly with the concentration increasing. Dissolution rate increases with the temperature rising. Dissolution rate increases slowly with the flow increasing and did not change significantly. Dissolution rate decreases first and then slowly increases with increasing deviatoric stress. Range analysis and weights calculation show that primary and secondary factors affecting the rock salt dissolution rate are concentration, temperature, flow and the deviatoric stress. The weights of concentration, temperature, flow and the equivalent stress affecting the dissolution rate are 0.570, 0.384, 0.048, 0.005 respectively; the weights of the two factors, concentration and temperature, account for 95%.

Key words: rock salt, dissolution rate, triaxial stress, orthogonal, analytic hierarchy process

CLC Number: 

  • TU 452
[1] CHEN Xiang-sheng, LI Yin-ping, SHI Xi-lin, YE Liang-liang, YANG Chun-he, . Analysis of leakage risks and prevention measures of underground salt cavern gas storage [J]. Rock and Soil Mechanics, 2019, 40(S1): 367-373.
[2] YIN Guang-zhi, LU Jun, ZHANG Dong-ming, LI Ming-hui, DENG Bo-zhi, LIU Chao, . Study on plastic zone and permeability-increasing radius of borehole surrounding rock under true triaxial stress conditions [J]. Rock and Soil Mechanics, 2019, 40(S1): 1-10.
[3] FU Hong-yuan, LIU Jie, ZENG Ling, BIAN Han-bing, SHI Zhen-ning, . Deformation and strength tests of pre-disintegrating carbonaceous mudstone under loading and soaking condition [J]. Rock and Soil Mechanics, 2019, 40(4): 1273-1280.
[4] 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.
[5] 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.
[6] LIU Bin, XU Hong-fa, DONG Lu, , MA Yu-qing, , LI Ke-liang, . A nonlinear rheological model of rock salt based on DS-dashpot under cyclic loading [J]. Rock and Soil Mechanics, 2018, 39(S2): 107-114.
[7] REN Song, LI Zhen-yuan, DENG Gao-ling, LIU Wei, PU Wen-ming,. Softening characteristic of gypsum rock under the action of multi-factors [J]. , 2018, 39(3): 789-796.
[8] LIU Jin-hui, LI Wen-xiao, LIU Yu-sen, LIU Bao-guo,. A method for determining the ratio of similar material to simulate porous water-bearing stratum [J]. , 2018, 39(2): 657-664.
[9] LIU Tian-xiang, WANG Zhong-fu, . Analysis of interaction when tunnel orthogonal crossing deep-seated landslide and the corresponding control measures [J]. , 2018, 39(1): 265-274.
[10] CHEN Xiang-sheng, LI Yin-ping, YIN Hong-wu, GE Xin-bo, SHI Xi-lin, YANG Chun-he, . Gas leakage assessment method of underground gas storage in multi-interlayer salt mine [J]. , 2018, 39(1): 11-20.
[11] WANG Peng, SHU Cai, SHI Feng, HU Guo-zhong, WANG Hong-tu,. Orthogonal experimental study of similar materials properties of different densities, sand-binder ratios and residual moisture contents [J]. , 2017, 38(S2): 229-235.
[12] MENG Tao, HU Yao-qing, FU Qing-nan, FENG Gan, JIN Pei-hua,. Experimental study on fracture toughness of gypsum interlayer in bedded rock salt under corrosive environment and its weakening mechanisms [J]. , 2017, 38(7): 1933-1942.
[13] LI Xue-feng, HE Yu-qi, LIU Jin-feng , HE Wei-gang,. Quantitative analysis of amplitude parameters for orthotropic fabric sand [J]. , 2017, 38(12): 3619-3626.
[14] ZHANG Zhi-guo, XU Xiao-yang, JIANG Yun-juan, ZHAO Qi-hua,. Analysis of the safety distance and the stability of the tunnel orthogonally crossing the landslide [J]. , 2017, 38(11): 3278-3286.
[15] YANG Hai-peng , BAI Bing, NIE Qing-ke, . A safety evaluation model of vertical shaft wall based on multivariate statistical method [J]. , 2016, 37(S1): 27-34.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] 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 .
[2] LIU Dou-dou, CHEN Wei-zhong, YANG Jian-ping, TAN Xian-jun, ZHOU X. Experimental research on strength characteristic of brittle rock unloading confining pressure[J]. , 2009, 30(9): 2588 -2594 .
[3] ZHANG Xian-wei, WANG Chang-ming, LI Jun-xia, MA Dong-he, CHEN Duo-cai. Variation characteristics of soft clay micropore in creep condition[J]. , 2010, 31(4): 1061 -1067 .
[4] WANG Gui-yao,LI Bin,LUO Jun,FU Hong-yuan. Study of soil-water charactiristics and matric suction measurement device for unsaturated silty soil[J]. , 2010, 31(11): 3678 -3682 .
[5] LU Ying-fa, CHENG Zhu-lei, XIE Wen-liang, Lü Zhi-zhong. Application of geotechnics to sanitation landfill of refuse[J]. , 2009, 30(1): 91 -98 .
[6] JIA Qiang, YING Hui-qing, ZHANG Xin. Construction of basement in existing buildings by static bolt-pile[J]. , 2009, 30(7): 2053 -2057 .
[7] LU Jun-fu,WANG Ming-nian,JIA Yuan-yuan,YU Yu, TAN Zhong-sheng. Research on construction time of secondary lining of large section loess tunnel for high-speed railway[J]. , 2011, 32(3): 843 -848 .
[8] DANG Fa-ning , LIANG Xin-yu , TIAN Wei , CHEN Hou-qun. Numerical analysis of size effect on meso-concrete random aggregate model[J]. , 2009, 30(S2): 518 -523 .
[9] WANG Cheng-hua, AN Jian-guo. Numerical analyses of vertical bearing capacity of foundations with enlarged pile group[J]. , 2011, 32(S2): 580 -585 .
[10] FANG Tao , LIU Xin-rong , GENG Da-xin , LUO Zhao , JI Xiao-tuan , ZHENG Ming-xin . Model testing study of vertical bearing behaviors for large diameter pile with variable cross-section (I)[J]. , 2012, 33(10): 2947 -2952 .