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第三系红层中石膏溶蚀特性及其对工程的影响
引用本文:魏玉峰,聂德新.第三系红层中石膏溶蚀特性及其对工程的影响[J].水文地质工程地质,2005,32(2):62-64.
作者姓名:魏玉峰  聂德新
作者单位:成都理工大学环境与土木工程学院,成都,610059
摘    要:第三系红层中石膏分布比较广泛,大量的实验证明,石膏发生溶蚀的主要是含Ca2 的物质,并且溶蚀速率和与水接触的方式以及水头压力大小有直接关系。结合现场资料,将渗透系数K=10-5cm s作为石膏在第三系红层泥岩封闭下发生溶蚀的判据。同时针对水利工程中石膏溶蚀以及对砼的腐蚀性提出了相应的防治措施。

关 键 词:石膏  溶蚀  速率  渗透系数
文章编号:1000-3665(2005)02-0062-03
修稿时间:2004年7月30日

The speciality of gypsum dissolution of the Neogene red clay and its influence to engineering
WEI Yu-feng,NIE De-xin.The speciality of gypsum dissolution of the Neogene red clay and its influence to engineering[J].Hydrogeology and Engineering Geology,2005,32(2):62-64.
Authors:WEI Yu-feng  NIE De-xin
Abstract:The gypsum in Neogene red clay is extensive. Based on much of experiment, it can be known that the most material is the matter with Ca~(2 ) in process of gypsum dissolution, while the dissolution velocity lie on the contact means with water and the water pressure. According to the field data the conclusion is to take osmotic coefficient K=10~(-5)cm/s as the criterion of dissolution of gypsum closed in Neogene mud-stone. At the same time the corresponding measures to dissolution of gypsum and erodent character to the concrete in the hydro-engineering are put forward.
Keywords:gypsum  dissolution  velocity  osmotic coefficient
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