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Study on the physical disintegration characteristics of Subang claystone subjected to a modified slaking index test

机译:修正塌陷指数试验对梳邦黏土物理崩解特性的研究

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Some instability problems were found on natural or engineered slopes mostly lying on Subang claystones. The instability problems included excessive erosion, slumps and rock falls. The field performance surveys of the problems suggested that the claystones physically weather rapidly so that the rock properties they exhibit during excavation often change to properties with a more characteristic of soil. Such a phenomenon is generally known as a slaking process. In order to gain better understanding about the slaking of Subang claystones, a series of experimental laboratory studies were carried out involving a modified slaking index test. Claystone samples used in this study were obtained from their exposures along the Northern West Java area of Indonesia. Petrographic analysis was correspondingly performed to identify mineral and texture/fabric, and in turn, to determine the inherent factors of the rocks which might affect the slaking process. The study results indicated that the claystones were characterized by high to very high slaking properties having a maximum slaking index (I_s) of 57.4 percent and a mean I_s of 43.8 percent. Major dispersion slaking on sample surfaces and high cracking in response to excessive swelling were recognized as main slaking modes within the claystones. All samples lose progressively less material through the five wet-dry cycles of a slaking index test, indicating a decelerated slaking rate. It was evident that the main inherent factors controlling the slaking process were expandable clay mineral smectite, non-clay mineral pyrite and soluble mineral calcite. Moreover, a quite important of inherent bonding material and stress release energy in the slaking characteristics of the claystones was revealed by a closure phase of an initial hairline crack during unloading.
机译:在大部分位于梳邦粘土岩上的自然或工程斜坡上发现了一些失稳问题。不稳定性问题包括过度侵蚀,塌陷和岩石崩塌。对这些问题的现场性能调查表明,黏土在物理上快速风化,因此在开挖过程中它们所展现的岩石特性通常会变为具有更多土壤特性的特性。这种现象通常被称为击杀过程。为了更好地了解梳邦粘土岩的崩解,进行了一系列实验实验室研究,其中包括改进的崩解指数测试。本研究中使用的粘土岩样品是从它们在印度尼西亚西北爪哇地区的暴露区域获得的。相应地进行了岩相分析,以识别矿物和质地/织物,进而确定可能影响崩解过程的岩石固有因素。研究结果表明,粘土岩具有高至极高的崩解性,最大崩解指数(I_s)为57.4%,平均I_s为43.8%。样品表面的主要分散体剥落和过度溶胀引起的高开裂被认为是粘土岩中的主要剥落模式。通过样品的5个干湿循环,所有样品的材料损失逐渐减少,表明样品的降解速率降低。显然,控制剥落过程的主要内在因素是可膨胀粘土矿物蒙脱石,非粘土矿物黄铁矿和可溶性矿物方解石。此外,在卸载过程中,初始发际线裂纹的封闭阶段揭示了粘土黏结的固有特性中相当重要的固有粘结材料和应力释放能。

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