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Deformation properties of coarse-grained sulfate saline soil under the freeze- thaw-precipitation cycle

机译:冻结沉淀循环下粗粒硫酸盐土壤的变形特性

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Salt expansion deformation is the main engineering hazard of saline soil, which restricts the application of coarse-grained sulfate or sulfite soil as roadbed filling. The main factors affecting salt expansion deformation are change of salt, water and temperature. The principal research objectives of this paper is to offer a basic data reference for the structural design of coarse-grained sulfate saline soil roadbed. To investigate the deformation properties of coarse-grained sulfate saline soil under the freeze-thaw-precipitation cycles, the large-scale sample experiments under the freeze-thaw-precipitation cycles and the freeze-thaw cycles were carried out with self -designed experiment equipment. The results showed that under the same freeze-thaw-precipitation cycles ex-periment conditions, the minimum temperatures of these samples with 1.5% and 3.0% soluble salt contents at a depth of 20 cm were 3.32 degrees C and 3.56 degrees C, respectively. In addition, it took less time for the lower salt content (1.5%) sample to reach the same low temperature compared to the higher salt content sample (3.0%). However, after seven freeze-thaw-precipitation cycles, it was shown that deformation of the sample with 1.5% soluble salt content was 32% higher than that with 3.0% soluble salt content. The maximum deformation amount of the coarse-grained sulfate saline soil after repeated freeze-thaw-precipitation cycles experiment was approximately 1.9-9.4 times larger than that after repeated freeze-thaw cycles experiment, which indicated that precipitation had a serious impact on the deformation of the sample. However, there was almost no difference between the lower salt content and higher salt content samples in the residual deformation caused by the cumulative effect of salt expansion in each cycle. Furthermore, the results showed that under the influence of precipitation, a high-level soluble salt content did not necessarily promote expansion deformation of coarse-grained sulfate soil. Water, salt, and temperature have complex coupling effects.
机译:盐膨胀变形是盐渍土的主要工程危害,限制粗粒硫酸盐或亚硫酸盐土作为路基灌装的应用。影响盐膨胀变形的主要因素是盐,水和温度的变化。本文的主要研究目标是为粗粒硫酸盐盐水土路基的结构设计提供基本数据参考。为了研究粗粒硫酸盐盐水在冻结沉淀循环下的变形特性,通过自我设计的实验设备进行冻结沉淀循环和冻融循环下的大规模样品实验。结果表明,在相同的冻结沉淀循环循环循环条件下,这些样品的最小温度为1.5%和3.0%可溶性盐含量,深度为20cm,分别为3.32℃和3.56摄氏度。此外,与较高的盐含量样品相比,下盐含量(1.5%)样品达到相同的低温时间(1.5%)。然而,在七次冻结沉淀循环之后,显示出具有1.5%可溶性盐含量的样品的变形比3.0%可溶性盐含量高出32%。重复冻结沉淀循环实验后粗粒硫酸盐盐渍土壤的最大变形量大约比重复的冻融循环实验大约1.9-9.4倍,这表明降水对变形产生严重影响样品。然而,在每个循环中盐膨胀累积效应引起的剩余变形中,较低的盐含量和较高的盐含量样品几乎没有差异。此外,结果表明,在沉淀的影响下,高水平可溶性盐含量不一定促进粗粒硫酸盐土壤的膨胀变形。水,盐和温度具有复杂的偶联效果。

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