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泥质岩在不同pH值溶液中的崩解特性试验研究 被引量:12

Expevimental analysis of slaking characteristics of mudstone in different pH solutions
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摘要 为了研究泥质岩在不同pH值溶液中的崩解特性,为酸雨地区泥质岩的利用提供理论依据和技术指导,选取阜新海州露天矿泥质岩为例,进行室内浸水崩解试验。对泥质岩在不同pH值溶液中的崩解现象、崩解物的颗粒含量和崩解比进行分析、利用X射线衍射(XRD)、荧光光谱分析,测试岩样矿物化学成分。试验得到以下结论:不同pH值溶液中崩解强度大小关系是:酸>碱>中性;随着循环的进行,泥质岩的崩解程度不断加深,崩解速度先增大后逐渐减小甚至消失;泥质岩中许多不能溶于水的矿物成分可以和酸发生化学反应生成可溶性盐类,是泥质岩在酸中崩解最剧烈的主要原因;考虑泥质岩所处环境pH值不同对工程建设有重要意义。 In order to identify the slaking characteristics of mudstone in different pH solutions and provide some theoretical basis and technical guidance for utilization of mudstone in areas polluted by acid rain ,some laboratory tests of slaking were performed on mudstone from the open‐pit mine of Haizhou in Fuxin .The slaking phenomena in different pH solutions and changes in grain contents and slaking ratio of mudstone samples in slaking process were analyzed .Through X‐ray diffractometer(XRD)and fluorescence spectrum analysis system ,the mineral & chemical composition of mudstone were made clear .The test results showed that the rank of these samples as slaking degree was acid〉alkali〉neutral .With an increase in the number of cycles ,the slaking degree decreased while the slaking rate increased at first two cycle ,and then it gradually slowed down . The slaking of mudstone in the acid solutions was the most severe . The fundamental reason was that most of the mineral composition of mudstone could not dissolve in water but chemical reaction between it and acid solutions produced soluble salts . It was significant to take into account the acidity of mudstone's surroundings in engineering construction .
出处 《土木建筑与环境工程》 CSCD 北大核心 2015年第2期23-27,59,共6页 Journal of Civil,Architectural & Environment Engineering
基金 国家自然科学基金(51304113 51374124)~~
关键词 环境工程学 泥质岩 干湿循环 崩解性 PH 水-岩相互作用 environmental engineering mudstone dry-wet cycle slaking characteristics pH water-rock interaction
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参考文献16

  • 1张志沛, 彭惠,段立莉. 勉宁高速公路沿线泥岩遇水崩解特征的研究[J]. 工程地质学报, 2010, 18 (增1): 1-5.
  • 2邓涛,詹金武,黄明,范富童.酸碱环境下红层软岩——泥质页岩的崩解特性试验研究[J].工程地质学报,2014,22(2):238-243. 被引量:17
  • 3刘长武,陆士良.泥岩遇水崩解软化机理的研究[J].岩土力学,2000,21(1):28-31. 被引量:216
  • 4车平,宋翔东,虞翔,任凯杰.巢湖地区坟头组泥岩遇水软化特性与机理试验[J].同济大学学报(自然科学版),2012,40(3):396-401. 被引量:17
  • 5Wood L E,Deo P.A suggested system for classifying shales materials for embankments[J],Bulletin of the Association of Engineering Geologists,1975,12(1):39-55.
  • 6Santi P M.Improving the jar slake,slake index,and slake durability tests for shales[J],Environmental and Engineering Geoscience,1998,IV(3):385-396.
  • 7Deo P.Shales as embankment materials[D].Purdue University,West Lafayette,1972.
  • 8Gamble J C.Durability-plasticity classification of shales and other argillaceous rocks[D].University of Illinois,Urbana-Champaign,1971.
  • 9中华人民共和国电力工业部.GB/T50266-99工程岩体试验方法标准[S].北京:中国计划出版社,1999.
  • 10Ghobadi M H,Mousavi S.The effect of pH and salty solutions on durability of sandstones of the Aghajari Formation in Khouzestan province,southwest of Iran[J].Arabian Journal of Geosciences,2014,7(2):641-653.

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