[1] CHEN L, LIN D F. Stabilization treatment of soft subgrade soil by sewage sludge ash and cement[J]. Journal of Hazardous Materials, 2009, 162(1): 321-327. [2] ZENTAR R, WANG D X, ABRIAK N E, et al. Utilization of siliceous-aluminous fly ash and cement for solidification of marine sediments[J]. Construction and Building Materials, 2012, 35: 856-863. [3] ARULRAJAH A, MOHAMMADINIA A, PHUMMIPHAN I, et al. Stabilization of recycled demolition aggregates by geopolymers comprising calcium carbide residue, fly ash and slag precursors[J]. Construction and Building Materials, 2016, 114: 864-873. [4] KAMPALA A, HORPIBULSUK S. Engineering properties of silty clay stabilized with calcium carbide residue[J]. Journal of Materials in Civil Engineering, 2013, 25(5): 632-644. [5] HORPIBULSUK S, MUNSRAKEST V, UDOMCHAI A, et al. Strength of sustainable non-bearing masonry units manufactured from calcium carbide residue and fly ash[J]. Construction and Building Materials, 2014, 71: 210-215. [6] HORPIBULSUK S, PHETCHUAY C, CHINKULKIJNIWAT A, et al. Strength development in silty clay stabilized with calcium carbide residue and fly ash[J]. Soils and Foundations, 2013, 53(4): 477-486. [7] HORPIBULSUK S, RACHAN R, RAKSACHON Y. Role of fly ash on strength and microstructure development in blended cement stabilized silty clay[J]. Soils and Foundations, 2009, 49(1): 85-98. [8] MA C, CHEN L Z, CHEN B. Experimental study of effect of fly ash on self-compacting rammed earth construction stabilized with cement-based composites[J]. Journal of Materials in Civil Engineering, 2016, 28(7): 04016022. [9] 韩 天,于佳丽,吴燕开.硫酸钠激发钢渣粉活性改良水泥土试验研究[J].科学技术与工程,2019,19(7):231-238. HAN T, YU J L, WU Y K. Experimental study on sodium sulfate exciting steel slag power activity and improving cement soil[J]. Science Technology and Engineering, 2019, 19(7): 231-238 (in Chinese). [10] 郭 印,徐日庆,邵允铖.淤泥质土的固化机理研究[J].浙江大学学报(工学版),2008,42(6):1071-1075. GUO Y, XU R Q, SHAO Y C. Study on mechanism of muddy soil stabilization[J]. Journal of Zhejiang University (Engineering Science), 2008, 42(6): 1071-1075 (in Chinese). [11] MA C, CHEN L Z, CHEN B. Analysis of strength development in soft clay stabilized with cement-based stabilizer[J]. Construction and Building Materials, 2014, 71: 354-362. [12] 张豫川,乔子秦,高 飞,等.工业废渣复合固化黄土强度特性及影响因素研究[J].长江科学院院报,2019,36(3):103-109. ZHANG Y C, QIAO Z Q, GAO F, et al. Loess solidified by industrial waste residue composite curing agent: strength performance and influential factors[J]. Journal of Yangtze River Scientific Research Institute, 2019, 36(3): 103-109 (in Chinese). [13] 俞家人,陈永辉,陈 庚,等.地聚物固化软黏土的力学特征及机理分析[J].建筑材料学报,2020,23(2):364-371. YU J R, CHEN Y H, CHEN G, et al. Mechanical behaviour of geopolymer stabilized clay and its mechanism[J]. Journal of Building Materials, 2020, 23(2): 364-371 (in Chinese). [14] 都蓉蓉,张 雄,顾明东,等.聚羧酸减水剂与增强组分的复合效应及原理[J].材料导报,2019,33(14):2461-2466. DU R R, ZHANG X, GU M D, et al. The composition effect and mechanism of polycarboxylate superplasticizers and early strength agent[J]. Materials Reports, 2019, 33(14): 2461-2466 (in Chinese). [15] 吕擎峰,申 贝,王生新,等.水玻璃固化硫酸盐渍土强度特性及固化机制研究[J].岩土力学,2016,37(3):687-693+727. LÜ Q F, SHEN B, WANG S X, et al. Strength characteristics and solidification mechanism of sulphate salty soil solidified with sodium silicate[J]. Rock and Soil Mechanics, 2016, 37(3): 687-693+727 (in Chinese). |