Maľa M, Greif V, Ondrášik M
Department of Engineering Geology, Hydrogeology and Applied Environmental Geophysics, Faculty of Natural Sciences, Comenius University, Bratislava, Slovakia.
Department of Geotechnics, Faculty of Civil Engineering, Slovak University of Technology, Bratislava, Slovakia.
Sci Rep. 2022 May 19;12(1):8390. doi: 10.1038/s41598-022-12437-5.
In this paper, we compare the values of petrophysical properties before and after 100 freeze-thaw (F-T) cycles, as well as recorded length change behaviour and temperature development on a vacuum-saturated fractured andesite rock sample taken from the Babina Quarry in Slovakia using a specially-constructed thermodilatometer, VLAP 04, equipped with two HIRT-LVDT sensors. We also used non-destructive visualization of the rock pore network by µCT imaging in order to study the development of the pore structure and fracture network in pyroxene andesites during the freeze-thaw process. The results show that the andesite rock samples, due to good fabric cohesion, low porosity, and low pore interconnection, showed good resistance against frost-induced damage. However, it must be stated that the main process causing disintegration of this type of rock is fracture opening, which is caused by internal stresses induced by water-ice phase transition. The overall residual strain recorded after 100 F-T cycles was not significant, however, the increase of 31 pp in volume of the fracture showed us that repeated freezing and thawing can lead to long term deterioration in terms of subcritical crack growth in brittle-elastic solids like pyroxene-andesite rocks.
在本文中,我们比较了100次冻融(F-T)循环前后的岩石物理性质值,以及使用配备了两个HIRT-LVDT传感器的特制热膨胀仪VLAP 04,对取自斯洛伐克巴比纳采石场的真空饱和裂隙安山岩岩样记录的长度变化行为和温度变化情况。我们还通过μCT成像对岩石孔隙网络进行了无损可视化,以便研究辉石安山岩在冻融过程中孔隙结构和裂隙网络的发展。结果表明,由于良好的结构凝聚力、低孔隙率和低孔隙连通性,安山岩岩样表现出良好的抗冻融破坏能力。然而,必须指出的是,导致这类岩石解体的主要过程是裂隙张开,这是由水-冰相变引起的内部应力导致的。100次冻融循环后记录的总体残余应变并不显著,然而,裂隙体积增加31个百分点向我们表明,反复冻融会导致像辉石安山岩这样的脆性弹性固体中的亚临界裂纹扩展,从而造成长期劣化。