Impacts of frost heave susceptibility and temperature-changing conditions on freeze-thaw deterioration of welded tuffs

IF 3.8 2区 工程技术 Q1 ENGINEERING, CIVIL
Mingwei Gang , Satoshi Nonaka , Keisuke Utashiro , Jun-ichi Kodama , Dai Nakamura , Yoshiaki Fujii , Daisuke Fukuda , Shuren Wang
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Abstract

Damage development in rocks by freeze-thaw cycles, a phenomenon that is typical to cold regions, is known to reduce the strength and durability of structures. In this study, a series of freeze-thaw tests were performed on frost and non-frost heave rocks to examine the impact of frost heave susceptibility and temperature-changing conditions on rock behaviors. The freeze-thaw life and uniaxial compressive strength (UCS) of rocks subjected to freeze-thaw cycles were estimated using a model that was based on fatigue damage mechanisms. Furthermore, we proposed a method for estimating the freeze-thaw life of rocks, using expansive strain as an important factor. The results indicated that the Shikotsu welded tuff (a non-frost heave rock) exhibited higher durability than the Noboribetsu welded tuff (a frost heave rock); this may be because the Shikotsu welded tuff had a larger pore radius and more unsaturated pores. The one-dimensional (1D) cooling-heating conditions induced significantly less damage than the three-dimensional (3D) conditions, owing to the continuous migration of free water into the unfrozen zone. The damage model estimated that for the Noboribetsu welded tuff, the freeze-thaw life in the 1D conditions was approximately eight times longer than that in the 3D conditions. Notably, with respect to the Shikotsu welded tuff, a critical freeze-thaw period induced significant expansion, resulting in damage development in the tuff. The freeze-thaw life of each rock sample was estimated based on the magnitude of the volumetric expansive strain. This study contributes to the rational assessment of the stability and durability of rock structures in cold regions.

冻胀敏感性和温度变化条件对焊接凝灰岩冻融劣化的影响
众所周知,在寒冷地区,冻融循环对岩石造成的破坏会降低结构的强度和耐久性。在这项研究中,对冻融和非冻融岩石进行了一系列冻融试验,以研究冻融易感性和温度变化条件对岩石行为的影响。我们利用基于疲劳破坏机制的模型,估算了经受冻融循环的岩石的冻融寿命和单轴抗压强度(UCS)。此外,我们还提出了一种以膨胀应变为重要因素的岩石冻融寿命估算方法。结果表明,支笏焊接凝灰岩(非冻融岩)比登别焊接凝灰岩(冻融岩)具有更高的耐久性;这可能是因为支笏焊接凝灰岩具有更大的孔隙半径和更多的非饱和孔隙。一维(1D)冷却-加热条件引起的破坏明显少于三维(3D)条件,原因是自由水不断迁移到未冻结区。损坏模型估计,对于登别焊接凝灰岩,一维条件下的冻融寿命大约是三维条件下的八倍。值得注意的是,对于支笏焊接凝灰岩,临界冻融期会引起显著膨胀,导致凝灰岩出现损伤。根据体积膨胀应变的大小估算了每个岩石样本的冻融寿命。这项研究有助于合理评估寒冷地区岩石结构的稳定性和耐久性。
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来源期刊
Cold Regions Science and Technology
Cold Regions Science and Technology 工程技术-地球科学综合
CiteScore
7.40
自引率
12.20%
发文量
209
审稿时长
4.9 months
期刊介绍: Cold Regions Science and Technology is an international journal dealing with the science and technical problems of cold environments in both the polar regions and more temperate locations. It includes fundamental aspects of cryospheric sciences which have applications for cold regions problems as well as engineering topics which relate to the cryosphere. Emphasis is given to applied science with broad coverage of the physical and mechanical aspects of ice (including glaciers and sea ice), snow and snow avalanches, ice-water systems, ice-bonded soils and permafrost. Relevant aspects of Earth science, materials science, offshore and river ice engineering are also of primary interest. These include icing of ships and structures as well as trafficability in cold environments. Technological advances for cold regions in research, development, and engineering practice are relevant to the journal. Theoretical papers must include a detailed discussion of the potential application of the theory to address cold regions problems. The journal serves a wide range of specialists, providing a medium for interdisciplinary communication and a convenient source of reference.
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