Characterization of semi-top-down excavation for subway station in Shanghai soft ground: Fid-Bau Portal

Characterization of semi-top-down excavation for subway station in Shanghai soft ground

Tan, Yong / Zhu, Hehua / Peng, Fangle / Karlsrud, Kjell / Wei, Bin

Highlights•The investigated metro station was constructed by semi-top-down method, which performed much better than bottom-up and top-down excavations..•The relationships among ground subsidence zone, lateral wall displacement and the depth Hm with maximum lateral wall displacement, were explored.•Spatial corner stiffening behavior is not apparent excavations if they are executed in accordance with segmented construction procedure.

AbstractBased on field instrumentation data and extensive comparison with bottom-up (BU) and top-down (TD) excavations, this study investigates performance characteristics of semi-top-down (STD) excavation for subway station in Shanghai soft ground. By taking advantage of its stronger propping system than BU and shorter excavation duration than TD excavations, the maximum lateral wall displacement, $δ_{hm}$ , of the STD was below half of BU and TD excavations featuring similar excavation geometry, supporting structure and subsurface condition. Rigid middle floor slab cast during excavation was effective in controlling time-dependent displacements of wall and ground as well as uplift of supporting structure. Rather than $δ_{hm}$ , the theoretical ground loss volume calculated from measured inward lateral wall displacement is the reliable indicator for assessing development of ground settlement. Despite its much smaller $δ_{hm}$ , ground settlement of the STD was comparable to that of the TD while smaller than that of the BU. However, ground settlement influence zone of the STD was in agreement with that of the BU, both much wider than that of the TD. These inconsistencies were proven to inherently correlate with their distinct $H_{m}$ , where $H_{m}$ denotes the depth corresponding to $δ_{hm}$ . By obtaining $H_{m}$ near ground level, ground subsidence zone can be minimized considerably. This is vital to the performance of such deep excavations to ensure adequate safety against rotational push-in failure of earth retaining wall. Different from most BU and TD excavations, spatial corner stiffening behavior was not apparent for this STD excavation, which was the combined result of segmented construction procedure and narrow pit width.