A state-of-art review on development and progress of backfill grouting materials for shield tunneling

Xi Jiang*, Hehua Zhu, Zhiguo Yan, Fengshou Zhang, Fei Ye, Peinan Li, Xuehui Zhang, Zhiren Dai, Yun Bai, Baoshan Huang*

*Corresponding author for this work

Research output: Contribution to journalArticleScientificpeer-review

37 Citations (Scopus)
110 Downloads (Pure)

Abstract

Backfill grouting plays a vital role in shield tunneling. This paper aims to present a comprehensive review of the development and progress of backfill grouting materials specifically designed for shield tunneling. Initially, the various components of grouts, such as pozzolanic materials, filling fine aggregates, and chemical additives, are introduced and discussed in detail. Subsequently, this study investigates critical properties including workability, mechanical properties, and durability of the grouts. Additionally, the principal factors influencing the properties are summarized, along with recommended ranges for specific geological conditions. Furthermore, the paper elucidates the diffusion mechanism of grouting mortars by presenting the current grouting models employed in shield tunneling. Recent advancements in grouting materials are extensively studied and extended, offering new perspectives for future grouting technology in shield tunneling. This study provides valuable insights into overcoming the existing challenges associated with shield tunnel grouting and promoting the evolution of current grouting materials.

Original languageEnglish
Article number100250
JournalDevelopments in the Built Environment
Volume16
DOIs
Publication statusPublished - 2023

Keywords

  • Backfill grouting
  • Grouts
  • Resilient infrastructure
  • Shield tunneling
  • Underground space

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