Filter cake behaviors in sandy strata: From macro-parameters to pore structure

The slurry infiltration process plays a critical role in slurry shield tunneling, especially in sandy strata. This research investigates the pressure infiltration behaviors of bentonite slurry using a series of slurry infiltration column tests with emphasis on the impacts of pore structures of sand strata on the morphology and mechanical properties of the filter cakes. Average porosities ranging from 0.37 to 0.44 of sand columns were obtained using four types of sand materials. By changing the slurry concentration and infiltration pressure, five types of filter cakes were identified and corresponding pressure infiltration behaviors were characterized. The influences of slurry concentration, infiltration pressure and packing state of sand column on the filter cake performance were analyzed using the permeability of composite soil-cake ( k c ), pressure transmission efficiency ( P t ) and formation time ( t c ). The findings highlighted the controlling role of pore structure of sand strata on the filter cake properties. Linear relationships were established between log 10 k c and representative pore diameter of the sand strata ( d p ) at slurry concentrations of 12%, 16%, and 20% with R 2 = 0.83, 0.81, 0.90, respectively. Furthermore, a critical pore size was found to determine the pressure infiltration characteristics of the filter cake.

Authors

Institutions

Publication Details

Journal
Journal of Rock Mechanics and Geotechnical Engineering
Published
2026-02-01
DOI
https://doi.org/10.1016/j.jrmge.2026.01.010
Primary Topic
Geotechnical Engineering and Analysis
Type
article
Field-Weighted Citation Impact
0.00
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Filter cake behaviors in sandy strata: From macro-parameters to pore structure

Tong Yin, Zixin Zhang
Journal of Rock Mechanics and Geotechnical Engineering
Geotechnical Engineering and Analysis
article

Filter cake behaviors in sandy strata: From macro-parameters to pore structure

Tong Yin, Zixin Zhang
article en

Abstract

The slurry infiltration process plays a critical role in slurry shield tunneling, especially in sandy strata. This research investigates the pressure infiltration behaviors of bentonite slurry using a series of slurry infiltration column tests with emphasis on the impacts of pore structures of sand strata on the morphology and mechanical properties of the filter cakes. Average porosities ranging from 0.37 to 0.44 of sand columns were obtained using four types of sand materials. By changing the slurry concentration and infiltration pressure, five types of filter cakes were identified and corresponding pressure infiltration behaviors were characterized. The influences of slurry concentration, infiltration pressure and packing state of sand column on the filter cake performance were analyzed using the permeability of composite soil-cake ( k c ), pressure transmission efficiency ( P t ) and formation time ( t c ). The findings highlighted the controlling role of pore structure of sand strata on the filter cake properties. Linear relationships were established between log 10 k c and representative pore diameter of the sand strata ( d p ) at slurry concentrations of 12%, 16%, and 20% with R 2 = 0.83, 0.81, 0.90, respectively. Furthermore, a critical pore size was found to determine the pressure infiltration characteristics of the filter cake.

Journal of Rock Mechanics and Geotechnical Engineering
Tongji University (CN)
Life in Land
Openalex Percentile: Top 75%
Geotechnical Engineering and Analysis
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.