[1]霍润科,李 静,辛宏伟,等. 酸雨环境下砂岩的物理化学性质变化规律分析[J].西安建筑科技大学学报:自然版,2016,48(02):165-170.[doi:10.15986/j.1006-7930.2016.02. 003]
 HUO Runke,LI Jing,XIN Hongwei,et al.Regularity analysis on corrosion progressive and physical-chemical characteristic of sandstone subjected to Acid Rain[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2016,48(02):165-170.[doi:10.15986/j.1006-7930.2016.02. 003]
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 酸雨环境下砂岩的物理化学性质变化规律分析
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西安建筑科技大学学报:自然版[ISSN:1006-7930/CN:61-1295/TU]

卷:
48
期数:
2016年02期
页码:
165-170
栏目:
出版日期:
2016-04-28

文章信息/Info

Title:
Regularity analysis on corrosion progressive and physical-chemical characteristic of sandstone subjected to Acid Rain

文章编号:
1006-7930(2016)02-0165-06
作者:
霍润科李 静辛宏伟王 博
 西安建筑科技大学土木工程学院,陕西 西安 710055
Author(s):
HUO Runke LI Jing XIN Hongwei WANG Bo
School of Civil Engineering, Xi’an Univ.of Arch.&Tech., Xi’an 710055, China
关键词:
 砂岩试样质量损失率孔隙率纵波波速Na+溶解速率Ca2+溶解速率
Keywords:
sandstone sample mass loss rate porosity P-wave velocity Na+ dissolution rate Ca2+ dissolution rate
分类号:
TU45
DOI:
10.15986/j.1006-7930.2016.02. 003
文献标志码:
A
摘要:
模拟室内加速腐蚀试验,研究了砂岩腐蚀不同阶段的物理力学性质变化规律及化学腐蚀机理,用定义的质量损失率、孔隙率和纵波波速来描述砂岩与不同浓度HCl 溶液反应的快慢程度并相互验证.试验结果表明,随浸泡时间延续质量损失率、孔隙率及纵波波速的关系呈现出阶段性特征,第40 d 时pH=2、pH=3.5 及pH=5 的酸溶液中质量损失率分别达到最大值
为0.432 %、0.405 %和0.281 %;在0~30 d 岩样孔隙产生较明显,纵波波速变化率也较大,30 d 之后岩样孔隙率增加缓慢,随之波速增加也较缓慢最终趋于平稳;第一阶段pH=2 溶液中Na+离子溶解速率在初期最大为264.78 mol/d,pH=3.5 及pH=5溶液Na+离子溶解速率在中期达到最大值,分别为102.28 mol/d 和79.67 mol/d,pH=2 的HCl 溶液中Ca2+溶解速率最大为489.50mol/d,分别是pH=3.5 及PH=5 溶液中Ca2+溶解速率的5 倍和4 倍.
Abstract:
Simulated indoor accelerated corrosion tests to study chemical corrosion and the variation mechanism of physical-mechanical properties of sandstone at different stages. With the mass loss rate ,porosity and P-wave velocity to describe reaction velocity in different concentrations of HCl solution and mutual authentication . The test results show that the relationship of the mass loss rate, porosity and P-wave velocity exhibit phase features with the immersion time .In 40 days the mass loss rate of PH=2, PH=3.5 and PH=5 acid solution reaches a maximum to 0.432%, 0.405% and 0.281%; in 0~30 days the porosity of rock sample produces more obvious , changing of P-wave velocity rate is larger, after 30 days the porosity of rock sample increases slowly, P-wave velocity changes slowly and finally tends to smooth; the first stage ,Na+ dissolution rate of PH=2 solution is up to 264.78 mol / d in the initial, Na+ dissolution rate of PH=3.5 and PH=5 solution reachs maximum respectively in the middle, 102.28 mol/d and 79.67 mol/d, Ca2+ dissolution rate of PH=2 HCl solution is up to 489.50 mol/d, which is 5 times and 4 times in PH=3.5 and PH=5 solution.

参考文献/References:

[1] 张新民,柴发合,王淑兰,等.中国酸雨研究现状[J].环境科学研究,2010,23(5):527-532.

ZHANG Xinmin, CHAI Fahe, WANG Shulan, et al.Acid rain Situation of Chinese [J]. Environmental Science,2010,23 (5): 527-532.

[2] 何燧源.环境化学[M].上海:华东理工大学出版社,2002.

HE Suiyuan, Environmental Chemistry [M]. Shanghai:East China University Press, 2002.

[3] 周骏一.模拟酸雨对乐山大佛基岩影响及其防治对策[J].地质灾害与环境保护,2005,16(1):79-84.

ZHOU Junyi. Effect of simulated acid rain and countermeasures Leshan Giant Buddha bedrock [J] Geological Hazards and Environment, 2005,16 (1): 79-84.

[4] 谢绍东,周定,岳奇贤,等.模拟酸雨对砂浆的强度物相和孔隙结构影响的研究[J].1997,17(1):25-31.

XIE Shaodong, ZHOU Ding, YUE Qixian, et al. Effect of simulated acid rain phase and pore structure of mortar strength of the material [J]. 1997,17 (1): 25-31.

[5] 崔振昂,鲍征宇,张天付,等.埋藏条件下碳酸盐溶解动力学实验研究[J].石油天然气学报,2007,29(3):204-207.

CUI Zhenang. BAO Zhengyu, ZHANG Tianfu,et al. Experimental study of carbonate dissolution kinetics under burial conditions [J]. Journal of Oil and Gas Technology, 2007,29 (3): 204-207.

[6] 罗孝俊,杨卫东,李荣西,等.PH 值对长石溶解度及次生孔隙发育的影响[J].矿物岩石地球化学通报,2001,20(2):103-107.

LUO Xiaojun, YANG Weidong, LI Rongxi, et al. Effect of PH value of feldspar and secondary porosity of solubility[J] Mineralogy, Petrology and Geochemistry, 2001,20 (2): 103-107.

[7] 张永旺,曾溅辉,张善文,等.长石溶解模拟试验研究综述[J].地质科技情报,2009,28(1):31-37.

ZHANG Yongwang, ZENG Jianhui, ZHANG Shanwen, et al. Summary of tests on a dissolution of feldspar dissolved[J]. Geological Science and Technology Information,2009,28 (1): 31-37.

[8] 赖兴运,于炳松,陈军元,等.碎屑岩骨架颗粒溶解的热力学条件及其在克拉2 气田的应用[J].中国科学:D 辑,2004,34(1):45-53.

LAI Xingyun, YUN Bingsong, CHEN Junyuan, et al. Clastic matrix particle dissolution and thermodynamic conditions in Kela 2 Gas Field [J]. Science in China: Series D, 2004,34 (1): 45-53.

[9] 汤连生,王思敬.岩石水化学损伤的机理及量化方法探讨[J]. 岩石力学与工程学报,2002,21(3):314-319.

TANG Liansheng, WANG Sijing. Mechanism of water chemistry of rock damage and quantitative methods [J].Rock Mechanics and Engineering, 2002,21(3): 314-319.

[10] 邓华锋,原先凡,李建林.饱水度对砂岩纵波波速及强度影响的试验研究[J]. 岩石力学与工程学报,2013,32(8):1625-1631.

DENG Huafeng, YUAN Xianfan, LI Jianlin. Experimental research on influence of saturation degree on sandstone longitudinal wave velocity and strength[J]. Chinese Journal of Rock Mechanics and Engineering, 2013,32(8):1625-1631.

[11] 霍润科.酸性环境下砂岩、砂岩材料的受酸腐蚀过程及其基本特性劣化规律的试验研究[D].西安:西安理工大学,2006.

HUO Runke. Experimental study on sandstone by acid etching process and the basic laws of property degradation of sandstone material under acidic environments[D]. Xi’an: Xi’an University of Technology, 2006.

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备注/Memo

备注/Memo:
收稿日期:2015-08-17 修改稿日期:2016-04-08
基金项目:国家自然科学基金资助项目(41172237);陕西省教育厅专项基金资助项目(11JK0947)
作者简介:霍润科(1963?)男,博士,教授,主要从事岩土工程与地下工程方面的教学和科研工作.E-mail:huorkdq@xauat.edu.cn
更新日期/Last Update: 2016-05-20