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隧道建设(中英文) ›› 2026, Vol. 46 ›› Issue (3): 609-619.DOI: 10.3973/j.issn.2096-4498.2026.03.014

• 研究与探索 • 上一篇    下一篇

盾构废浆基流动填料脱水-胶凝协同制备技术

吴忠俊1, 吴思麟1, 2, *, 刘雷1, 董书侗1, 郑齐1   

  1. (1. 江苏科技大学土木工程与建筑学院, 江苏 镇江 212100; 2. 深圳市地铁地下车站绿色高效智能建造重点实验室, 广东 深圳 518060)
  • 出版日期:2026-03-20 发布日期:2026-03-20
  • 作者简介:吴忠俊(2000—),男,河南信阳人,江苏科技大学土木工程专业在读硕士,研究方向为环境岩土。E-mail: 231110901117@stu.just.edu.cn。*通信作者: 吴思麟, E-mail: wusilin@just.edu.cn。

Synergistic Dewatering-Cementation Technique for Producing Flowable Fill From Shield Waste Slurry

WU Zhongjun1, WU Silin1, 2, *, LIU Lei1, DONG Shutong1, ZHENG Qi1   

  1. (1. School of Civil Engineering and Architecture, Jiangsu University of Science and Technology, Zhenjiang 212100, Jiangsu, China; 2. Shenzhen Key Laboratory of Green, Efficient and Intelligent Construction of Underground Metro Station, Shenzhen 518060, Guangdong, China)
  • Online:2026-03-20 Published:2026-03-20

摘要: 为解决盾构施工过程中高含水率废浆脱水效率低、再利用路径复杂的问题,提出一种盾构废浆基流动填料脱水-胶凝协同制备技术。通过在废浆预处理中同时添加胶凝材料(普通硅酸盐水泥,OPC)与高分子絮凝剂(阴离子聚丙烯酰胺,APAM),在过滤脱水阶段实现脱水与胶结性能的协同调控,使废浆直接转化为可泵送、可固化的流动填料。系统研究不同OPC和APAM掺量及添加顺序对脱水比阻、流动性、流变特性及无侧限抗压强度(qu)的影响,并结合低场核磁共振与粒径分析揭示其作用机理。研究结果表明: 1) OPC与APAM协同可显著提高脱水效率,比阻稳定在1010 m/kg量级,其中O-A-FT(先加OPC后加APAM再过滤)工艺可在更低絮凝剂掺量下实现理想脱水效果; 2) 脱水产物经养护后qu达102.0~611.3 kPa,满足地下工程注浆与充填需求; 3) APAM通过吸附-架桥作用促使颗粒形成絮团并加速脱水,但使脱水后浆液的流动性下降,经搅拌重塑后可恢复流动值至200 mm以上,浆体表现出典型的剪切变稀(假塑性)特征; 4) 机理分析显示,OPC压缩双电层与APAM架桥作用协同形成稳定絮体框架,是实现“脱水–胶结–流动”平衡的关键。

关键词: 泥水盾构, 废弃泥浆, 脱水, 胶凝, 流动性, 资源化, 协同制备

Abstract: During shield tunneling, the dewatering efficiency of the generated high-water-content waste slurry is typically low, and its reutilization process is complex. To address these challenges, this study proposes a synchronous dewatering-cementation regulation process for preparing flowable fill. In this process, a cementitious material—ordinary Portland cement (OPC)—and a high-molecular-weight flocculant—anionic polyacrylamide (APAM)—are simultaneously introduced during slurry pretreatment. This approach allows coupled control of dewatering and cementation during filtration, enabling direct conversion of waste slurry into a pumpable and solidifiable flowable fill. Additionally, systematic investigations are performed on the effects of OPC and APAM dosages and their addition sequences on specific resistance to filtration (SRF), flowability, rheological behavior, and unconfined compressive strength. The underlying mechanisms are elucidated through low-field nuclear magnetic resonance and particle size analyses. The results reveal the following: (1) The synergistic action of OPC and APAM considerably enhances dewatering efficiency, with SRF stabilizing at the order of 10 10 m/kg. Among the tested methods, the O-A-FT process (adding OPC before APAM, followed by filtration) achieves comparable dewatering performance with a lower flocculant dosage; (2) The cured dewatered product exhibits unconfined compressive strength values ranging 102.0-611.3 kPa, satisfying the requirements for grouting and backfilling in underground engineering; (3) APAM promotes floc formation and accelerates dewatering through adsorption-bridging interactions; however, it reduces slurry flowability, which can be restored to above 200 mm after mechanical remolding, exhibiting typical shear-thinning (pseudoplastic) behavior; (4) Mechanistic analysis reveals that the combined effects of electric double-layer compression by OPC and polymer bridging by APAM produce a stable floc framework, which is crucial for balancing dewatering, cementation, and flowability.

Key words: slurry shield, waste slurry, dewatering, cementation, flowability, resource utilization, synergistic preparation