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Effects and Mechanisms of Ionic Soil Stabilizers onWarm Frozen Soil

机译:离子土壤稳定剂对暖冻土的作用及其机理

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摘要

Ionic soil stabilizers (ISS: acidic and alkaline) were adopted for the stabilization treatment of warm frozen soil from the Qinghai-Tibet Plateau. To evaluate the effects and analysis mechanisms of the ISS on warm frozen soil, laboratory tests were conducted to measure the mechanical, physical and chemical properties of frozen soil treated with ISS. The results indicate that the cohesion of soil treated with Toogood and Roadbond stabilizers increased by 67.6 and 53.8%, respectively, and the coefficient of volume compression decreased by 72.7 and 50.0%, respectively. The optimal proportion of ISS was determined according to the resulting mechanical strength of the frozen soil. The freezing temperature of treated frozen soil was the same as that of untreated soil. However, the cation exchange capacity and plasticity index of the unfrozen water content were significantly reduced in treated soil. The reinforcing mechanism of ISS on warm frozen soil was analyzed; alkaline ISS is more suitable than acidic ISS to reinforce the foundation of warm frozen soil.
机译:采用离子土壤稳定剂(ISS:酸性和碱性)对青藏高原暖冻土进行稳定化处理。为了评估ISS对温暖的冻土的影响和分析机理,进行了实验室测试以测量用ISS处理的冻土的机械,物理和化学性质。结果表明,用Toogood和Roadbond稳定剂处理的土壤的内聚力分别增加了67.6和53.8%,体积压缩系数分别减少了72.7和50.0%。 ISS的最佳比例是根据冻结土壤的机械强度确定的。处理后的冷冻土壤的冷冻温度与未处理的土壤相同。然而,处理后的土壤中未冻结水分的阳离子交换能力和可塑性指数显着降低。分析了ISS在暖冻土上的增强机理。碱性ISS比酸性ISS更适合于加固温暖的冻土。

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