Review Article

Multiple Disturbances of Existing Tunnels Caused by Deep Excavation and New Shield Tunnel

Table 2

Construction process and schedule node.

StageConstruction activityDateRemark

S1: soil reinforcement and enclosure structureTRD cement mixing wall2018.8.21–2018.9.3The soil reinforcement and construction of the enclosure structure have less disturbance to the existing line
Soil reinforcement of the triaxial mixing pile in the starting section of the shield2018.8.20–2018.9.3
Construction of the diaphragm wall of the shield initial well2018.10.30–2018.12.30
Groove wall reinforcement at the entrance and exit of D2018.12.25–2019.1.3
Groove wall reinforcement at the entrance and exit of C2019.1.4–2019.1.6
Construction of a diaphragm wall at the entrance and exit of C2019.4.14–2019.4.27

S2: foundation pit excavation and structure construction of the shield initial wellFoundation pit excavation and support erection2019.5.25–2019.7.24There is a significant disturbance to the existing line
Main structure construction2019.7.25–2019.10.31The structure has been stabilized and the disturbance to the existing line is less
S3: the new tunnel crosses over the existing tunnelNew tunnel right line tunneling2020.7.14–2020.8.23The shield drove 100 rings, exceeding the influence range of the existing line
S4: the new tunnel crosses over the existing tunnelNew tunnel left line tunneling2021.1.6–2021.1.22

S5: excavation and structural construction of the pit at the entrance and exit of CFoundation pit excavation and support erection2021.3.3–2021.4.7There is a great disturbance to the existing line
Main structure construction2021.4.8–2021.5.30The structure has been stabilized and the disturbance to the existing line is less