当前位置: 首页 > 文章 > 粒化高炉矿渣-氧化镁固化连云港软土的力学特性试验 林业工程学报 2019 (2) 133-138
Position: Home > Articles > Experimental study of mechanical and microstructural properties of Lianyungang soft soil solidified by granulated blast-furnace slag-magnesium oxide Journal of Forestry Engineering 2019 (2) 133-138

粒化高炉矿渣-氧化镁固化连云港软土的力学特性试验

作  者:
陈金洪;贺瑶瑶;胡亚风
单  位:
武昌首义学院;南京林业大学土木工程学院
关键词:
粒化高炉矿渣-氧化镁;软土;固化;力学特性;微观结构
摘  要:
为研究粒化高炉矿渣-氧化镁对连云港软土固化体力学特性的影响规律,采用粒化高炉矿渣-氧化镁(GBM)对连云港地区软土进行固化处理,并与相同添加量的普通硅酸盐水泥(OPC)固化土作对比。采用抗压强度试验和渗透试验,探讨了GBM对软土固化体力学特性的影响规律,并结合压汞试验(MIP)和扫描电镜试验(SEM)分析了GBM-软土相互作用的内在机理。结果表明:GBM和OPC均会提高软土固化体的力学特性,但相同添加量的GBM固化土的抗压强度大于OPC固化土,且相同添加量的GBM固化土的渗透系数和含水率均低于OPC固化土。压汞试验结果表明:相同添加量的GBM固化土的孔隙体积低于OPC固化土,且OPC主要改变了固化土中孔径>1μm孔隙体积,而GBM主要改变了固化土中孔径>0.1μm孔隙体积。扫描电镜试验结果表明:相同添加量的GBM固化土的土颗粒团聚和胶结程度均高于OPC固化土。孔隙分布、土颗粒团聚和胶结程度的差异是GBM固化土力学特性优于OPC固化土的本质原因。
译  名:
Experimental study of mechanical and microstructural properties of Lianyungang soft soil solidified by granulated blast-furnace slag-magnesium oxide
作  者:
CHEN Jinhong;HE Yaoyao;HU Yafeng;Wuchang Shouyi University;School of Civil Engineering,Nanjing Forestry University;
关键词:
MgO-GGBS;;solidification;;soft soil;;mechanical properties;;microstructure
摘  要:
In order to investigate the mechanical property influence of granulated blast furnace slag,magnesium oxide and ordinary portland cement on solidified soft soil,ordinary portland cement,granulated blast-furnace slag and magnesium oxide were used to solidify Lianyungang soft soil. The differences in the mechanical properties of ordinary portland cement,granulated blast-furnace slag and magnesium oxide solidified Lianyungang soft soil were examined using water content test,unconfined compressive strength test and permeability test. Changes in the soil microstructural properties were interpreted by scanning electron microscope observations and mercury intrusion porosimetry tests. Results indicated that ordinary portland cement and granulated blast-furnace slag-magnesium oxide had an efficient effect on soft soil. The unconfined compressive strength and hydraulic conductivity were improved significantly with the increase in cement dosage.In addition,the unconfined compressive strength and hydraulic conductivity of ordinary portland cement solidified soft soil were worse than ground granulated blast-furnace slag and magnesium oxide solidified soft soil at the same reactant dosage. Mercury intrusion porosimetry test results showed that the pore volumes of ordinary portland cement,granulated blast-furnace slag and magnesium oxide solidified soil were decreased significantly with the increase in cement dosage.The pore volume whose diameter was larger than 1. 0 μm in ordinary portland cement solidified soft soil was changed. However,the pore volume whose diameter was larger than 0.1 μm in granulated blast-furnace slag and magnesium oxide solidified soft soil was changed. Scanning electron microscope test results showed that a larger aggregation was formed with a smaller void space in soils as the ordinary portland cement and granulated blast furnace slag-magnesium oxide dosages were increased. However,the degree of consolidation of granulated blast furnace slag-magnesium oxide solidified soil was better than ordinary portland cement solidified soil. The differences in mechanical properties of ordinary portland cement and granulated blast furnace slag-magnesium oxide solidified soil was attributed to the differences in pore volume and microstructure features in solidified soil.
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