A multi-scale assessment of the flow mechanics of polymer support fluids in granular soils
File(s) Drag_Force_by_polymer_flows_JGGE_Accepted.pdf (8.93 MB)
Accepted version
Author(s)
Suo, si
Qu, Mingliang
Jefferis, Stephan
Blunt, Martin
O'Sullivan, Catherine
Type
Journal Article
Abstract
Polymer fluids present a number of advantages over bentonite-based alternatives for excavation support. Much is still to be learned about the permeation of these non-Newtonian fluids in soils and especially more permeable soils and there is uncertainty around the support forces imparted to the soil. This study develops a numerical framework based on a pore-network modeling approach to quantify the grain drag forces induced by polymer flows in sand packings. The model captures the shear-thinning rheology of polymer fluids and the emergent data reveal the distinct flow dynamics and their influence on grain-scale interactions. The shear-thinning rheology of these fluids amplifies flow heterogeneity, leading to a non-linear relationship between individual grain drag and the total applied pressure gradient if it exceeds a critical threshold. Implications of these fundamental observations for engineering practice are demonstrated through an example application to excavation support during diaphragm wall construction.
Date Issued
2026-06-01
Date Acceptance
2025-12-22
Citation
Journal of Geotechnical and Geoenvironmental Engineering, 2026, 152 (6)
ISSN
1090-0241
Publisher
American Society of Civil Engineers
Journal / Book Title
Journal of Geotechnical and Geoenvironmental Engineering
Volume
152
Issue
6
Copyright Statement
© 2026 American Society of Civil Engineers. This is the author’s accepted manuscript made available under a CC-BY licence in accordance with Imperial’s Research Publications Open Access policy (www.imperial.ac.uk/oa-policy)
License URL
Publication Status
Published
Date Publish Online
2026-04-08
