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新型水泥土搅拌桩胶凝材料固化地基土性能研究

陈瑞芸 盛敏 胡杰 徐涛 王雅婷 董文玲 周芬

湖南大学学报(自然科学版)2025,Vol.52Issue(5):108-117,10.
湖南大学学报(自然科学版)2025,Vol.52Issue(5):108-117,10.DOI:10.16339/j.cnki.hdxbzkb.2025052

新型水泥土搅拌桩胶凝材料固化地基土性能研究

Study on Performance of New Cement-soil Mixing Pile Cementitious Material Curing Foundation Soil

陈瑞芸 1盛敏 1胡杰 1徐涛 1王雅婷 1董文玲 2周芬2

作者信息

  • 1. 国网江西省电力有限公司经济技术研究院,江西 南昌 330096
  • 2. 湖南大学 土木工程学院,湖南 长沙 410082
  • 折叠

摘要

Abstract

This study investigated the mechanical properties of foundation soil solidified with geopolymer binder materials,replacing traditional cement in cement-soil mixing piles.The experiment used sodium silicate to activate montmorillonite,slag fly ash,and carbide slag to form a geopolymer binder for soil solidification.The unconfined compressive strength of the solidified foundation soil was tested for various proportions,along with strength variations of two groups of specimens after immersion in HCl solution(pH=5)and 5%Na₂SO₄ solution for 7,14 and 28 days.X-ray diffraction(XRD)and scanning electron microscope(SEM)were used for composition and microstructure analysis.The results indicated that,compared to using slag alone,the addition of a small amount of fly ash enhanced the compressive strength of geopolymer-solidified soil.Incorporating 5%montmorillonite participated in the geopolymer reaction,adsorbed moisture,and filled pores,thereby increasing the strength of the geopolymer-solidified soil.However,excessive montmorillonite content adversely affected the mixture due to its water-absorbing and expanding properties.Using a sodium silicate modulus of 0.8,with a dosage of 12%,5%montmorillonite,and a slag-to-fly ash ratio of 9∶1,the geopolymer-solidified soil achieved a compressive strength of 3.44 MPa after 28 days of standard curing.After 28 days of immersion in HCl solution,the strength was decreased by 26.2%,and after 28 days in NA2SO4 solution,it was decreased by 17.4%.The compressive strength of the geopolymer-solidified soil was 2.73 times that of cement-solidified soil,demonstrating excellent resistance to acid and sulfate attack.

关键词

水泥土搅拌桩/地聚物/耐酸性/耐硫酸盐

Key words

cement-soil mixing pile/geopolymer/acid resistance/sulfate resistance

分类

交通运输

引用本文复制引用

陈瑞芸,盛敏,胡杰,徐涛,王雅婷,董文玲,周芬..新型水泥土搅拌桩胶凝材料固化地基土性能研究[J].湖南大学学报(自然科学版),2025,52(5):108-117,10.

基金项目

国家自然科学基金资助项目(52178206),National Natural Science Foundation of China(52178206) (52178206)

湖南大学学报(自然科学版)

OA北大核心

1674-2974

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