Experimental and Numerical Analysis Study on Loess-Lime Structures Used for Lateral Antiseepage in Deep Collapsible Ground Embankment

The focus of this study was to investigate the effect loess soil treated with lime on lateral-seepage response. Three groups box experiments were carried out under different types loess-lime structures. Automated testing systems designed perform and collect data. Additionally, numerical analysis impact embankment settlement performed. Finally, moisture content monitored quantify results corresponding treatment. Results showed that compaction piles diaphragm wall structures could effectively prevent lateral seepage, latter better. simulated are similar measured values experiment, which indicates accuracy simulation further supports experimental study.