冻融循环条件下风化花岗岩物理特性的实验研究

来源期刊:中南大学学报(自然科学版)2014年第3期

论文作者:李杰林 周科平 张亚民 许玉娟

文章页码:798 - 803

关键词:冻融循环;风化花岗岩;风化程度;寒区工程

Key words:freezing-thawing cycles; weathered granite; weathering degree; cold region engineering

摘    要:为研究风化岩石在冻融循环作用下物理特性的变化情况,选取风化花岗岩为试样,在冻结温度为-40 ℃,融解温度为20 ℃条件下分别进行0,10,20和30次冻融循环实验,并进行单轴抗压强度测试。研究结果表明:风化岩石的质量在冻融后增大,且每组岩样的平均质量变化率随着冻融次数的增加而增大;随着冻融循环次数的增加,风化花岗岩的单轴抗压强度、弹性模量、冻融系数、风化程度系数都逐渐降低;在30次冻融循环作用下,岩样由中等风化岩变为强风化岩。

Abstract: To study the physical characteristics of weathered rock under the freezing and thawing cycles, the weathered granite were used as samples, and the different freezing-thawing cycles experiment of 0, 10, 20 and 30 cycles with the freezing temperature of -40 ℃ and thawing temperature of 20 ℃ were conducted. The uniaxial compressive strength tests were conducted. The results show that the rock qualities increase after freezing and thawing cycles, and the variation rate of average qualities increases with the increase of the freezing and thawing cycles. The uniaxial compressive strength, modulus of elasticity, freeze-thaw coefficient and weathering degree coefficient decrease with the increase of the freezing-thawing cycles, and the granite becomes stronger weathered rock from medium weathered after 30 freezing-thawing cycles.

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