碱激发矿粉改良压实黏土的强度特性及防渗阻气性能研究

    Mechanical properties, hydraulic and gas barrier performance of alkali-activated slag-amended compacted clay

    • 摘要: 为提升压实黏土作为覆盖阻隔屏障材料服役性能,以生石灰、电石渣、氧化镁、矿粉和膨润土形成的多组分碱激发矿粉作为改良剂改良压实黏土,开展了无侧限抗压试验、柔性壁渗透试验和刚性壁气体渗透试验,对比分析各改良压实黏土的力学、防渗和阻气性能。结果表明,28 d养护后,各改良压实黏土的无侧限抗压强度(qu)较未改良试样(0.15 MPa)可提升(5~12)倍,60 d养护后qu较28 d养护提升6.0%~56.7%。28 d养护后,各改良压实黏土的渗透系数(kw)均达到10-9 m/s以下,电石渣激发矿粉改良压实黏土的kw较未改良试样降低一个数量级以上;碱激发矿粉改良压实黏土的气体渗透系数(kg)均较未改良试样降低一个数量级以上。在各改良压实黏土试样中,电石渣激发矿粉改良压实黏土的kwkg均最低。

       

      Abstract: To enhance the performance of compacted clay as the cover barrier material, alkali-activated slags together with or without bentonite are used as amendment materials to amend the compacted clays. The alkali materials include quicklime, calcium carbide residue, and magnesium oxide. Unconfined compression tests and flexible-wall hydraulic conductivity and rigid-wall gas permeability tests are conducted to evaluate the mechanical properties, hydraulic and gas barrier performance of the amended compacted clays. Test results show that unconfined compressive strength (qu) increased by 5~12 times after 28 days of curing and it increased by 6.0%~56.7% after 60 days of curing as compared to 28 days of curing. All amended compacted clays exhibit acceptably low hydraulic conductivity (kw) below 10-9 m/s, and calcium carbide residue-activated slag amendment reduces kw by over one order of magnitude. All alkali-activated slag amendment lowers gas permeability (kg) by over one order of magnitude. Calcium carbide residue-activated slag amendment yields the lowest kw and kg.

       

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