›› 2009, Vol. 30 ›› Issue (12): 3660-3664.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Experimental research on a similitude material of rock salt

LIU Jian-ping1, 2, JIANG De-yi1, CHEN Jie1, WANG Xin-sheng1   

  1. 1. College of Resources and Eniveromental Science, Chongqing University, Chongqing 400041, China; 2. School of Environment and Resources, Southwest University of Science and Technology, Mianyang 610010, China
  • Received:2009-08-16 Online:2009-12-10 Published:2010-01-18

Abstract:

At present, when studying the theory of solution mining as well as the stability of solution chamber, the main method, adopted by domestic and foreign scholars, is based on exploitation of small-size rock salt simple. Therefore, it is necessary to create large-size rock salt with similitude materials to faciliate simulation of the entire process of solution mining, and of the stability of solution chamber. Specific tests have been carried out on dissolution property and mechanical property of molded rock salt, which is made up of salt powder with high pressure treatment. The experiment indicated that the rate of dissolution kept steady when the suppressing-stress are 40 MPa, 60 MPa and 80 MPa, while the ratio of molded rock salt are 2.15 times, 1.84 times and 1.77 times as quick as that of natural rock salt whilst the angle is 0°, 90°and 180°respectively. The conclusions are drawn that the strength of molded rock salt is proportional to the suppressing-stress and the strength of dry-molded rock salt corresponding with that of rock salt when the suppressing-stress is 80 MPa; the strength of molded rock salt decreases after water uptake while that of rock salt is lack of change. Therefore, under the effect of proper suppressing-stress, it is justifiable to reach the conclusion that it is practicable to substitude rock salt with molded rock salt stressed by salt power in entire-process test running and theory study of solution mining, as well as experiment study of the stability of solution chamber.

Key words: rock salt, molded rock salt, dissolving velocity

CLC Number: 

  • TU 45
[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] 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.
[3] 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.
[4] 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.
[5] 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.
[6] 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.
[7] LUO Yun-chuan ,XIE Ling-zhi ,YUAN Chi ,WU Zhi-de,. Theoretical solution and design parameters analysis of horizontal ellipsoidal gas storage in salt rock [J]. , 2016, 37(S1): 415-423.
[8] LIU Jian-feng ,BIAN Yu ,ZHENG De-wen ,WU Zhi-de ,LI Tian-yi , . Discussion on strength analysis of salt rock under triaxial compressive stress [J]. , 2014, 35(4): 919-925.
[9] WANG Guan , XIE Ling-zhi , HOU Zheng-meng , LIU Jian-feng , XING Wei,. Comparison of triaxial compression test and data processing methods for rock salt [J]. , 2014, 299(2): 429-434.
[10] JIANG De-yi , SONG Shu-yi , REN Song , CHEN Jie , YANG Chun-he . Analysis of factors influencing rock salt dissolution rate under triaxial stress effect [J]. , 2013, 34(4): 1025-1030.
[11] DU Chao ,YANG Chun-he ,MA Hong-ling ,SHI Xi-lin ,CHEN Jie . Study of creep characteristics of deep rock salt [J]. , 2012, 33(8): 2451-2456.
[12] TANG Yan-chun,FANG Jing-nian,ZHOU Hui. Experimental study of rock salt dissolving characteristics under triaxial stress [J]. , 2012, 33(6): 1601-1607.
[13] LI Ping , DENG Jin-gen , SUN Yan , YAN Xin-jiang , XU Xian-guang. Experimental study of creep characteristics of rock gypsum-salt and rock salt in Chuandong gas field [J]. , 2012, 33(2): 444-448.
[14] REN Song , LI Xiao-yong , JIANG De-yi , WANG Xin-sheng , YANG Chun-he. Evaluating stability of salt rock gas storage during operation period [J]. , 2011, 32(5): 1465-1472.
[15] YANG Chun-he1, MA Hong-ling1, LIU Jian-feng2-4. Study of deformation of rock salt under cycling loading and unloading [J]. , 2009, 30(12): 3562-3568.
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] HUANG Qiang-bing,PENG Jian-bing,DENG Ya-hong,FAN Wen. Design parameters of Xi’an metro line 2 tunnel passing through active ground fissure zones[J]. , 2010, 31(9): 2882 -2888 .
[3] LIANG Jian-wei, FANG Ying-guang, GU Ren-guo. Analysis of microelectric field effect of seepage in tiny-particle clay[J]. , 2010, 31(10): 3043 -3050 .
[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] KONG Xiang-xing, XIA Cai-chu, QIU Yu-liang, ZHANG Li-ying, GONG Jian-wu. Study of construction mechanical behavior of parallel-small spacing metro tunnels excavated by shield method and cross diaphragm (CRD) method in loess region[J]. , 2011, 32(2): 516 -524 .
[6] WANG Zhen-hong,ZHU Yue-ming,WU Quan-huai,ZHANG Yu-hui. Thermal parameters of concrete by test and back analysis[J]. , 2009, 30(6): 1821 -1825 .
[7] GU Shuan-cheng, SU Pei-li, WANG Jian-wen, WANG Hong-ke. Study of peculiarity of burnt rock mass and its grouting spreading behavior[J]. , 2009, 30(S2): 60 -63 .
[8] JI Wu-jun. Investigation and analysis of engineering problems for loess tunnels[J]. , 2009, 30(S2): 387 -390 .
[9] CHEN Li-hua , LIN Zhi , LI Xing-ping. Study of efficacy of systematic anchor bolts in highway tunnels[J]. , 2011, 32(6): 1843 -1848 .
[10] 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 .