SJ Kang, GC Cho - Journal of Korean Tunnelling and Underground …, 2022 - koreascience.kr
When vertical shafts are constructed in soft clay with low strength, there is a risk of basal heave, which causes the excavation surface to heave due to the low bearing capacity of the …
In this study, centrifugal model test was conducted to simulate the basal heave during vertical shaft excavation with and without wall penetration. The test result was verified with …