粗颗粒盐渍土室内盐胀系数测定方法及应用

Test method and application of salt heaving coefficient of coarse grain saline soil

介绍一种室内粗颗粒盐渍土盐胀系数的测试方法,并结合实际情况讨论在外界温度周期性改变的条件下,不同含水量配比的天然粗颗粒盐渍土的盐胀特性。研究结果表明:此室内试验装置能测定不同温度工况下的粗颗粒盐渍土盐胀系数,可为实际工程建设提供有效依据。试验过程中,随土体整体温度的降低,土体的胀缩速率明显加快,但最大盐胀量不因胀缩速率的改变而显著增加。天然粗颗粒盐渍土在最优含水量配比状态下较自然状态盐胀效应更为明显,盐胀敏感度显著增加。在含水量较高的状态下,天然粗颗粒盐渍土在经过多次冻融循环后土体表层出现高含水量冻土层,在升温过程中呈现表层冻土融化塌陷及局部溶陷的叠加特性。

This paper introduces the indoor testing method of the salt expansion coefficient of coarse saline soil. In the conjunction with the actual condition, the salt expansion characteristic of natural coarse saline soil with different water content ratios was discussed under the periodic change of the outside temperature. The results show that the indoor test device can measure the coefficient of salt and oil in the coarse-grained saline soil under different temperature conditions, which can provide effective basis for practical engineering construction. During the test, with the decrease of the whole soil temperature, the rate of swelling and shrinkage of the soil is obviously accelerated, but the maximum salt expansion is not significantly increased due to the change of the expansion rate. The effect of salt expansion is more obvious than that of natural coarse salt in the condition of the optimum water content, and the salt swelling sensitivity is increased obviously. In the high moisture condition, a frozen soil layer of high water content appears on the surface layer after freeze-thaw cycles. In the process of heating, the surface layer shows the superposition characteristic of melting and collapsing of surface layer and local collapse.