干湿循环对固化污泥微观结构及强度的影响
作者:
作者单位:

(湖北工业大学土木建筑与环境学院,湖北 武汉430068)

作者简介:

何俊(1977—),女,教授,博士,主要从事环境岩土工程研究。E-mail: hjunas@163.com

中图分类号:

P642

基金项目:

国家自然科学基金 (41772332);湖北省技术创新专项重大项目(2017ACA090)


Effects of dry-wet cycles on microstructure and strength of solidified sludge
Author:
Affiliation:

(School of Civil Engineering, Architecture and Environment, Hubei University of Technology, Wuhan 430068, China)

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    摘要:

    为探索用作填埋场覆盖材料的固化污泥的干湿循环耐久性,开展了干湿循环条件下碱渣矿渣石灰固化污泥强度性质试验。结果表明:随着干湿循环次数的增加,水化反应持续进行,钙矾石、水铝钙石和水化硅酸钙等水化产物增多,试样孔隙体积减小,结构趋于密实;总体来看,固化污泥的无侧限抗压强度随着干湿循环次数的增加呈增大趋势,7次干湿循环后试样的强度为干湿循环前的1.16~1.45倍;从微观结构和无侧限抗压强度来看,碱渣矿渣石灰固化污泥具有良好的干湿耐久性。

    Abstract:

    To explore the dry-wet durability of solidified sludge in the application of landfill cover, solidification strength tests of soda residue-slag-lime were performed under the condition of dry-wet cycles. The results show that the hydration reaction continues with the increase of dry-wet cycles, leading to increasing amount of hydration products including ettringite, hydro aluminite and calcium silicate hydrate, decreasing pore volume, and dense microstructure. In general, the unconfined compressive strength has an increase trend with the dry-wet cycles. The strength after the seventh dry-wet cycle is 1.16 to 1.45 times of that before the cycles. From the perspective of microstructure and unconfined compressive strength, sludge solidified with soda residue-slag-lime has good durability under dry-wet cycles. Keywords: soda residue; solidified sludge; dry-wet cycle; unconfined compressive strength; dry-wet durability; microstructure 〖FL

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何俊,管家贤,张磊,等.干湿循环对固化污泥微观结构及强度的影响[J].水利水电科技进展,2022,42(4):39-44.(HE Jun, GUAN Jiaxian, ZHANG Lei, et al. Effects of dry-wet cycles on microstructure and strength of solidified sludge[J]. Advances in Science and Technology of Water Resources,2022,42(4):39-44.(in Chinese))

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  • 收稿日期:2021-05-18
  • 在线发布日期: 2022-07-07