碱处理风积砂物理力学试验及加固机理研究

    Physical and mechanical tests on aeolian sand by alkali solution treatment and reinforcement mechanism

    • 摘要: 为了获取碱液加固风积砂的物理力学特征,通过室内试验,探究了碱液浓度为7%,14%和21%时,养护3,7,14,30 d和60 d后单液加固和双液加固风积砂的物理力学参数变化规律,并简要分析了碱液加固风积砂的作用机理。试验结果表明:(1)碱液的掺入能够提升风积砂的力学性质和水稳性,抗剪强度参数随养护时间的增加逐渐增大,碱液浓度为14%时加固效果最好,养护至60 d时,单液加固试样、双液加固试样的黏聚力和内摩擦角较素土分别提升了48 kPa和10°、66 kPa和9°;(2)双液加固试样强度略高于单液加固试样,但加固的本质仍是碱-土作用,CaCl2的加入能够帮助提升低浓度下加固试样的初期水稳性;(3)碱液加固风积砂的作用机理大致可以分为充填过程、胶结过程和溶解过程。研究成果为风积砂的加固提供了新的方法,也为风积砂分布区的工程建设提供了基础数据和科学指导依据。

       

      Abstract: In order to obtain physical and mechanical characteristics of aeolian sand reinforced with alkali solution, laboratory tests were conducted to explore the changes in physical and mechanical parameters of aeolian sand after being treated with single alkali solution reinforcement and composite alkali solution reinforcement for durations of3,7,14,30,and60days at alkali solution concentrations of7%,14%,and21%.The mechanism of how alkali solution reinforces aeolian sand was briefly analyzed.The experimental results show that:(1) The addition of an alkali solution can improve the mechanical properties and water stability of aeolian sand.The shear strength parameters gradually increase with the duration of maintenance.The best reinforcement effect is achieved when the alkali solution concentration is14%.After60days of maintenance, the cohesive force and internal friction angle of the single alkali solution reinforcement samples and the composite alkali solution reinforcement samples have increased by48kPa and10°,and66kPa and9°,respectively, compared to plain soil.(2) The strength of the composite alkali solution reinforcement samples is slightly higher than that of the single alkali solution reinforcement samples, but the essence of the reinforcement is still the alkali-soil interaction.(3) The mechanism of alkali solution reinforcement of aeolian sand can be roughly divided into three phases: the filling phase, the cementation phase, and the dissolution phase.The research findings provide a new method for the reinforcement of aeolian sand and also offer fundamental data and scientific guidance for engineering construction in aeolian areas.

       

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