Abstract
A large-scale field test was carried out to investigate the backfill consolidation behavior of soil-bentonite slurry trench cutoff walls. The results of lateral earth pressure, pore pressure and deformation monitoring show that the weight of SB backfill is initially taken by pore water and sidewall friction, and then is transferred to backfill skeleton due to consolidation. The findings from this large-scale test help understand the stress states of backfill and assess the performance of soil-bentonite slurry trench cutoff walls.
Sign-in/Register to access full text options 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
