Durability characterisation of weathered sedimentary rocks using slake durability index and jar slake test

Q3 Earth and Planetary Sciences Bulletin of the Geological Society of Malaysia Pub Date : 2018-12-01 DOI:10.7186/bgsm66201811
Jia Mang Wong, A. G. M. Rafek
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引用次数: 1

Abstract

Weathering causes the rocks to loose their original strength and the increment in slakability can trigger slope instability. Furthermore, weathering of heterogeneous sedimentary rock mass produces a non-systematic weathering profile that is dependent on the characteristics of the unweathered, interbedded sedimentary sequence. However, the increase in slakability limits sampling of rocks for physical and mechanical rock tests. Thus, slake durability test and jar slake test have been applied to characterise a sedimentary rock mass weathering profile. The advantages of these methods are in the simple test procedures which only requires small size of rock block samples and relatively low cost testing equipments. The study was conducted at a roadcut that consists of Kati Formation which had undergone slight to complete weathering. Results show that the durability decreases with increases of weathering grades. However, presence of iron staining and iron recementation improve the rock durability. Completely weathered sandstone has the mean second cycle slake durability index, Id2 of 0.3 % to 15.0 %, highly weathered sandstone is from 22.0 % to 67.0 %, slightly weathered sandstone is 87.0 % to 98.0 % depending on the presence of iron recementation and fresh sandstone is 91.0 %. For mudstone, mean Id2 for completely weathered is 2.0 % while highly weathered mudstone is 12.0 %. Moderately weathered mudstone has an average value of 68.0 %. Mean Id2 for slightly weathered shale, is 83.0 % and slightly weathered chert has the average Id2 of 98.0 %. Jar slake test has the advantage to differentiate between highly weathered and completely weathered sandstone and mudstone. Completely weathered rocks have higher slaking properties where the rock samples breakdown completely. For highly weathered rocks, the breakdown is into chips and fractures. Jar slake test is suitable only for weathered rocks with slake durability value, Id2 below 25 %.
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风化沉积岩的耐久性表征——使用劈裂耐久性指数和震击劈裂试验
风化会导致岩石失去其原始强度,可崩解性的增加会引发边坡失稳。此外,非均质沉积岩体的风化作用产生了一个非系统的风化剖面,该剖面取决于未风化、互层沉积序列的特征。然而,可分解性的增加限制了物理和机械岩石测试的岩石取样。因此,已经应用劈裂耐久性试验和震击劈裂试验来表征沉积岩体风化剖面。这些方法的优点在于测试程序简单,只需要较小尺寸的岩石块体样品和相对较低成本的测试设备。这项研究是在一个由经过轻微到完全风化的Kati组组成的路堑上进行的。结果表明,耐久性随风化程度的增加而降低。然而,铁染色和铁沉淀的存在提高了岩石的耐久性。全风化砂岩的平均第二周期slake耐久性指数Id2为0.3%至15.0%,强风化砂岩为22.0%至67.0%,微风化砂岩为87.0%至98.0%,取决于铁沉淀的存在,新鲜砂岩为91.0%。对于泥岩,全风化泥岩的平均Id2为2.0%,而强风化泥岩为12.0%。中等风化泥岩的平均值为68.0%。轻度风化页岩的平均Id2为83.0%,轻度风化燧石的平均Id2%为98.0%。Jar slake试验有利于区分强风化和全风化砂岩和泥岩。全风化岩石在岩石样品完全破碎的情况下具有较高的崩解特性。对于高度风化的岩石,分解为碎屑和裂缝。震击劈裂试验仅适用于劈裂耐久性值Id2低于25%的风化岩石。
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来源期刊
Bulletin of the Geological Society of Malaysia
Bulletin of the Geological Society of Malaysia Earth and Planetary Sciences-Earth and Planetary Sciences (miscellaneous)
CiteScore
1.60
自引率
0.00%
发文量
15
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