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首页|期刊导航|中国海洋大学学报(自然科学版)|全固废胶凝材料协同轮胎颗粒固化渣土的力学性能与微观机理研究

全固废胶凝材料协同轮胎颗粒固化渣土的力学性能与微观机理研究

朱超男 张顶飞 刘涛 贾佳阳 卿成荣 张艳

中国海洋大学学报(自然科学版)2026,Vol.56Issue(10):70-81,12.
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中国海洋大学学报(自然科学版)2026,Vol.56Issue(10):70-81,12.DOI:10.16441/j.cnki.hdxb.20250297

全固废胶凝材料协同轮胎颗粒固化渣土的力学性能与微观机理研究

Study on the Mechanical Properties and Micro-Mechanisms of All-Solid Waste Cementitious Materials with Tire Particle Solidified Slag

朱超男 1张顶飞 1刘涛 2贾佳阳 1卿成荣 1张艳3

作者信息

  • 1. 中国海洋大学海底建设与保护山东省工程研究中心,山东 青岛 266100
  • 2. 中国海洋大学海底建设与保护山东省工程研究中心,山东 青岛 266100||青岛海洋科技中心海洋地质过程与环境功能实验室,山东 青岛 266237
  • 3. 安徽建筑大学安徽省智能地下探测重点实验室,安徽 合肥 230000
  • 折叠

摘要

Abstract

The large-scale stockpiling of construction waste and industrial solid waste poses a severe threat to the ecological environment,necessitating the development of economically and efficient path-ways for resource utilisation.In order to validate the efficacy of industrial solid waste as a solidification agent,this study employs a slag-alkali slag-phosphogypsum(SAP)solid waste system in conjunction with waste tire particles(TPs)for the synergistic solidification of construction waste.The strength of the resulting solidified material is compared with that of conventional cement-stabilised soil.Response surface experiments determined the optimal ratio of SAP solidification agent as m(slag)∶m(alkali slag)∶m(phosphogypsum)=16.2%∶3.8%∶4.6%.On this basis,2.5%,5%and 7.5%of the tire particles were added to investigate their impact on solidified soil properties.It indicates that the SAP-so-lidified soil exhibits unconfined compressive strengths of 3 412 kPa and 11 893 kPa at 7 days and 28 days respectively,with water stability coefficients of 0.85 and 0.90.A tire particle content of 2.5%can in-crease soil strength,comparing to cement-stabilized soil.However,if the proportion exceeds 5%,both the strength and stability of solidfied soil are decline.Microscopic analysis reveals that the SAP system generates a calcium silicate hydrate(C-S-H)gel with spatial network structure and acicular-rod-shaped ettringite(AFt).Excessive tire particle content can disrupt this structure.This research demonstrates that SAP solidification agent can effectively substitute cement,and incorporating a small amount of tire particles enhances soil stabilisation strength.This provides a viable pathway for resource utilisation of industrial solid waste and disused tires in soil stabilisation applications.

关键词

轮胎颗粒/渣土固化/固废固化剂/响应面法/配合比优化/无侧限抗压强度

Key words

tire particle/soil solidification/solidification agent/response surface methodology/mix ratio optimization/unconfined compressive strength

分类

建筑与水利

引用本文复制引用

朱超男,张顶飞,刘涛,贾佳阳,卿成荣,张艳..全固废胶凝材料协同轮胎颗粒固化渣土的力学性能与微观机理研究[J].中国海洋大学学报(自然科学版),2026,56(10):70-81,12.

基金项目

山东省泰山学者工程项目(tstp20240814) (tstp20240814)

国家自然科学基金面上项目(42277139,42572351,42207172) (42277139,42572351,42207172)

安徽省高校省级自然科学研究—优秀青年项目(2023AH030037)资助Suppported by Taishan Scholar Program of Shandong Province(tstp20240814) (2023AH030037)

General Program of the National Natural Science Foundation of China(42277139,42572351,42207172) (42277139,42572351,42207172)

Excellent Youth Program of Anhui Provincial Natural Science Research Project of University(2023AH030037) (2023AH030037)

中国海洋大学学报(自然科学版)

1672-5174

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