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地下水硫酸盐浓度对水泥土剪切性能影响试验分析OA

Experimental analysis of the influence of groundwater sulfate concentration on the shear properties of cement-soil

中文摘要英文摘要

本文通过开展剪切强度室内试验,对不同浓度梯度地下水硫酸盐溶液对水泥土力学性能的侵蚀效应进行研究.结果表明,当硫酸盐溶液浓度每提升0.5 mg/L,水泥土试样抗剪强度参数随之呈现规律性衰减.在长期侵蚀条件下,硫酸盐溶液作用时长与抗剪强度衰减量之间存在显著线性相关性,地下水硫酸盐侵蚀对摩擦特性的损伤机制更为敏感.研究成果可为同类型地区的岩土工程结构耐久性设计等提供参考.

This study investigates the deterioration effects of groundwater sulfate solutions with different concentration gradients on the mechanical properties of cement-soil through laboratory shear strength tests.The results indicate that when the sulfate solu tion concentration increases by 0.5 mg/L,the shear strength parameters of the cement-soil specimens show a regular attenuation.Under long-term erosion conditions,a significant linear correlation exists between the sulfate attack duration and the reduction of shear strength.It is found that the frictional characteristics are more susceptible to damage caused by groundwater sulfate attack.The find ings provide a reference for the durability design of geotechnical engineering structures in similar regions.

蔡强

桓仁县水务事务服务中心,辽宁 本溪 117200

农业科技

硫酸盐侵蚀离子浓度梯度时效劣化剪切强度参数水泥改良土

sulfate attackion concentration gradienttime-dependent deteriorationshear strength parameterscement-modified soil

《东北水利水电》 2026 (6)

50-54,70,6

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