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Laboratory simulation of karst development in carbonate rocks containing insoluble substances: a case study from west Iran

机译:含不溶物的碳酸盐岩中岩溶发育的实验室模拟:以伊朗西部为例

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Karstification in carbonate rocks has caused numerous serious problems during construction projects, such as water escaping from beneath dams and reservoirs, dam foundation aging, and karst collapses. Identifying the main factors involved in carbonate dissolution processes and/or their dissolution potential could help with the development of practical approaches to common hazards associated with dam sites. Therefore, collecting data on dissolution potential and rate could be a very useful task. In this regard, the current study attempted to evaluate the rate of karst development in carbonate rocks with insoluble substances at a dam site in west Iran by performing simulated tests in the laboratory. In order to calculate the rate of chemical dissolution in the right abutment of the Patagh Dam site, we utilized appropriate equipment running in a closed system. A set of simulated laboratory experiments were conducted under predefined test conditions. Subsequently, the maximum EC change (82 mu S/cm) was recorded at pH 6.5. Results also illustrated that both chemical dissolution and mechanical deterioration concurrently affected the weight reduction of the tested specimens. In addition, whenever chemical dissolution took place in a site with impure carbonates, the rate of physical deterioration increased. However, in the absence of chemical dissolution, the ratio of the rate of physical deterioration to the total weight of the samples remained virtually constant. Furthermore, due to the sensitivity of carbonate rocks to changes in pH, the ratio of the weight loss caused by physical deterioration to the total weight loss of the samples increased from 42 to 81 % as the alkalinity of the flowing water increased. The results show a relationship between chemical dissolution and mechanical deterioration, leading in turn to enhanced karst development rates.
机译:碳酸盐岩中的岩溶作用在建筑项目中引起了许多严重的问题,例如水从大坝和水库下面逸出,大坝基础老化和岩溶塌陷。确定与碳酸盐溶解过程有关的主要因素和/或它们的溶解潜力,可能有助于开发出实用的方法来解决与坝址有关的常见危害。因此,收集有关溶出度和溶出速率的数据可能是非常有用的任务。在这方面,当前的研究试图通过在实验室中进行模拟试验来评估伊朗西部水坝现场含不溶性物质的碳酸盐岩中的岩溶发育速率。为了计算Patagh大坝站点右基台中化学溶解的速率,我们使用了在封闭系统中运行的适当设备。在预定的测试条件下进行了一组模拟实验室实验。随后,在pH 6.5下记录了最大的EC变化(82μS/ cm)。结果还表明化学溶解和机械劣化同时影响测试样品的重量减轻。另外,每当化学溶解发生在不纯碳酸盐的地方时,物理劣化的速度就会增加。然而,在没有化学溶解的情况下,物理劣化速率与样品总重量的比率实际上保持恒定。此外,由于碳酸盐岩石对pH变化的敏感性,随着流动水的碱度增加,由物理劣化引起的重量损失与样品的总重量损失的比例从42%增加到81%。结果表明化学溶解与机械劣化之间的关系,进而导致喀斯特发育速度加快。

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