Analysis of lateral soil displacements induced by synchronous grouting in large-diameter shield tunnelling: a case study

Abstract Soil displacement during underground tunnel construction has become a focal concern in recent decades. Numerous seismic events have revealed that many large deformation of the ground surface was due to underground tunnel construction, especially for the large-diameter shield tunnelling. Eva...

Full description

Saved in:
Bibliographic Details
Main Authors: Sige Peng, Haobin Huang, Hong Pan, Guanyong Luo, Hong Cao
Format: Article
Language:English
Published: Nature Portfolio 2025-04-01
Series:Scientific Reports
Subjects:
Online Access:https://doi.org/10.1038/s41598-025-91854-8
Tags: Add Tag
No Tags, Be the first to tag this record!