Research Article

Risk Analysis and Control Measures for Slurry Shield Tunneling Diagonally under an Urban River Embankment

Table 2

Computation of slurry pressure (unit: kPa).

DistanceAdditional stressNot considering Considering

x (m)
āˆ’23.22.0201.6179.7202.4180.4
āˆ’11.66.8201.6179.7204.5182.2
0.025.6201.6179.7212.6189.0
12.557.2246.0216.9226.2200.3
23.742.9246.0216.9220.0195.2
29.525.0201.6179.7212.3188.7