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Fly Ash Comprehensive Utilization
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地聚物固化渣土室内水-力性质试验研究
Experimental Study on Hydraulic - Mechanical Properties of Geopolymer - Solidfied Soil
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沃留杰1, 陈磊杰2, 朴松浩2, 夏亚宁3

            ( 1 .  宁波市建设工程安全质量管理服务总站 ,宁波 315899 ;  2.  宁波市轨道交通集团有限公司建设分公司,

          宁波 315101 ;  3 .  浙江科技大学 ,杭州 310023)

摘   要 :我国沿海地区城市化建设过程中产生了大量的工程渣土 ,其堆积占地且污染环境 ,成为当地政府  亟需解决的难题。地聚物作为一种新型绿色胶凝材料 ,在渣土再生利用进行固化方面具备一定的潜能。以粉煤  灰与矿渣两种工业废渣以及碱激发溶液按照一定比例来制备地聚物 ,开展地聚物固化工程渣土的室内水 -力性  质试验研究。结果表明:在一定的养护龄期下 ,地聚物固化土无侧限抗压强度随着地聚物掺量的增加而提高; 当固化剂掺量相同时 ,地聚物固化土无侧限抗压强度随着龄期的增加而不断增长 ;当添加少量的石灰或水泥后, 改性地聚物(地聚物+水泥或石灰) 固化渣土水稳性得到显著提升。研究可为地聚物在渣土固化工程中推广应  用提供技术支撑。


关键词:地聚物 ;粉煤灰 ;矿渣 ;工程渣土 ;水稳性试验 ;无侧限抗压强度


中图分类号:U414           文献标志码:A         

  

文章编号: 1005- 8249   (2025)  03- 0049- 05 


DOI:10. 19860/j.cnki.issn1005 - 8249.2025 .03 .009

WO Liujie1, CHEN Leijie2, BU Songhao2, XIA Yaning3

(1.Ningbo Construction Engineering Safety and Quality Management Service Terminal, Ningbo 315899, China;

2.Ningbo Railway Transportation Group Construction Branch, Ningbo 315101, China;

3.Zhejiang University of Science and Technology, Hangzhou 310023, China)

Abstract: In the process of urbanization construction in China's coastal areas, a large amount of engineering muck has been generated, which occupies land and pollutes the environment, becoming an urgent problem for local governments to solve. Geopolymer, as a new type of green cementitious material, has potential in the recycling and solidification of muck. A geopolymer was prepared by mixing fly ash and slag, two types of industrial waste, with an alkali-activated solution in a certain proportion, and indoor hydro-mechanical property tests were conducted on the geopolymer-solidified engineering muck. The results show that under a certain curing age, the unconfined compressive strength of the geopolymer-solidified soil increases with the increase of the geopolymer content; when the content of the solidifying agent is the same, the unconfined compressive strength of the geopolymer-solidified soil continuously grows with the increase of the curing age; when a small amount of lime or cement is added, the water stability of the modified geopolymer (geopolymer + cement or lime) solidified muck is significantly improved. The research can provide technical support for the promotion and application of geopolymer in muck solidification engineering.

Keywords: geopolymer; fly ash; slag; construction waste; water stability test; unconfined compressive strength.


作者简介:沃留杰  (1983—) ,  男 ,硕士 ,高级工程师 ,研究方向:房屋建筑及市政工程安全质量监督管理。

收稿日期:2024 - 04 - 21