参考文献/References:
[1] 陈云敏, 施建勇, 朱伟, 等. 环境岩土工程研究综述[J]. 土木工程学报, 2012, 45(4): 165-182.
Chen Y M, Shi J Y, Zhu W, et al. A review of geoenvironmental engineering[J]. China Civil Engineering Journal, 2012, 45(4): 165-182.(in Chinese)
[2]郝汉舟, 陈同斌, 靳孟贵, 等. 重金属污染土壤稳定/固化修复技术研究进展[J]. 应用生态学报, 2011, 22(3): 816-824.
Hao H Z, Chen T B, Jin M G, et al. Recent advance in solidification/stabilization technology for the remediation of heavy metals contaminated soil[J]. Chinese Journal of Applied Ecology, 2011, 22(3): 816-824.(in Chinese)
[3] Neves R, Branco F,de Brito J. Field assessment of the relationship between natural and accelerated concrete carbonation resistance[J]. Cement and Concrete Composites, 2013, 41: 9-15. DOI: 10.1016/j.cemconcomp.2013.04.006.
[4] Jiang N J, Du Y J, Liu S Y, et al. Experimental investigation of the compressibility behaviour of cement-solidified/stabilised zinc-contaminated Kaolin clay[J].Géotechnique Letters, 2014, 4(1): 27-32. DOI:10.1680/geolett.13.00079.
[5] Branch J L, Epps R, Kosson D S. The impact of carbonation on bulk and ITZ porosity in microconcrete materials with fly ash replacement[J].Cement and Concrete Research, 2018, 103: 170-178. DOI:10.1016/j.cemconres.2017.10.012.
[6]章定文, 张涛, 刘松玉, 等. 碳化作用对水泥固化/稳定化铅污染土溶出特性影响[J]. 岩土力学, 2016, 37(1): 41-48, 56.
Zhang D W, Zhang T, Liu S Y, et al. Effect of carbonation on leaching properties of cement stabilized/solidified lead contaminated soil[J]. Rock and Soil Mechanics, 2016, 37(1): 41-48, 56.(in Chinese)
[7] Fitch J. Characterisation of environmentally exposed cement-based stabilised/solidified industrial waste[J].Journal of Hazardous Materials, 2003, 101(3): 239-255. DOI:10.1016/s0304-3894(03)00174-2.
[8] Antemir A, Hills C D, Carey P J, et al. Long-term performance of aged waste forms treated by stabilization/solidification[J].Journal of Hazardous Materials, 2010, 181(1/2/3): 65-73. DOI:10.1016/j.jhazmat.2010.04.082.
[9] Branch J L, Kosson D S, Garrabrants A C, et al. The impact of carbonation on the microstructure and solubility of major constituents in microconcrete materials with varying alkalinities due to fly ash replacement of ordinary Portland cement[J].Cement and Concrete Research, 2016, 89: 297-309. DOI:10.1016/j.cemconres.2016.08.019.
[10] Neves A Jr, Toledo Filho R D, de Moraes Rego Fairbairn E, et al. The effects of the early carbonation curing on the mechanical and porosity properties of high initial strength Portland cement pastes[J].Construction and Building Materials, 2015, 77: 448-454. DOI:10.1016/j.conbuildmat.2014.12.072.
[11] Ashraf W, Olek J, Jain J. Microscopic features of non-hydraulic calcium silicate cement paste and mortar[J].Cement and Concrete Research, 2017, 100: 361-372. DOI:10.1016/j.cemconres.2017.07.001.
[12] Mo L W, Panesar D K. Accelerated carbonation—a potential approach to sequester CO2 in cement paste containing slag and reactive MgO[J]. Cement and Concrete Composites, 2013, 43: 69-77. DOI:10.1016/j.cemconcomp.2013.07.001.
[13] Song H W, Kwon S J. Permeability characteristics of carbonated concrete considering capillary pore structure[J].Cement and Concrete Research, 2007, 37(6): 909-915. DOI:10.1016/j.cemconres.2007.03.011.
[14] Gerven T V, Baelen D V, Dutré V, et al. Influence of carbonation and carbonation methods on leaching of metals from mortars[J]. Cement and Concrete Research, 2004, 34(1): 149-156. DOI: 10.1016/S0008-8846(03)00255-2.
[15] Chang C F, Chen J W. The experimental investigation of concrete carbonation depth[J].Cement and Concrete Research, 2006, 36(9): 1760-1767. DOI:10.1016/j.cemconres.2004.07.025.
[16] Boardman D J. Lime stabilization: Clay-metal-lime interactions[D]. Loughborough: Loughborough University, 1999.
[17] 中华人民共和国住房和城乡建设部. 普通混凝土长期性能和耐久性能试验方法标准: GB/T 50082—2009[S]. 北京: 中国建筑工业出版社, 2009.
[18] American Society for Testing and Materials. Standard test method for pH of soils: ASTM D4972-01[S]. Philadelphia, USA: ASTM Press, 2007.
[19] 刘兆鹏, 杜延军, 刘松玉, 等. 淋滤条件下水泥固化铅污染高岭土的强度及微观特性的研究[J]. 岩土工程学报, 2014, 36(3): 547-554.
Liu Z P, Du Y J, Liu S Y, et al. Strength and microstructural characteristics of cement solidified lead-contaminated Kaolin exposed to leaching circumstances[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(3): 547-554.(in Chinese)
[20] Moon D H, Dermatas D. An evaluation of lead leachability from stabilized/solidified soils under modified semi-dynamic leaching conditions[J].Engineering Geology, 2006, 85(1/2): 67-74. DOI:10.1016/j.enggeo.2005.09.028.
[21] Grubb D G, Moon D H, Reilly T, et al. Stabilization/solidification(S/S)of Pb and W contaminated soils using Type Ⅰ/Ⅱ Portland cement, silica fume cement and cement kiln dust[J]. Global NEST Journal, 2009, 11(3): 267-282. DOI: 10.1111/j.1365-2486.2008.01840.x.
[22] 李素昉. 水泥微观形貌的图像分析[D]. 济南: 济南大学, 2004.
Li S F. Image analysis of cement micro-morphology[D]. Jinan: Jinan University, 2004.(in Chinese)
[23] Morandeau A, Thiéry M, Dangla P. Investigation of the carbonation mechanism of CH and C-S-H in terms of kinetics, microstructure changes and moisture properties[J].Cement and Concrete Research, 2014, 56: 153-170. DOI:10.1016/j.cemconres.2013.11.015.
[24] Jain J, Neithalath N. Analysis of calcium leaching behavior of plain and modified cement pastes in pure water[J].Cement and Concrete Composites, 2009, 31(3): 176-185. DOI:10.1016/j.cemconcomp.2009.01.003.
[25] Chang C F, Chen J W. The experimental investigation of concrete carbonation depth[J].Cement and Concrete Research, 2006, 36(9): 1760-1767. DOI:10.1016/j.cemconres.2004.07.025.