Advances in Civil Engineering / 2019 / Article / Tab 1

Research Article

Quantitative Evaluation of Ground Movements Caused by Grouting during Shield Tunnelling in Clay

Table 1

Parameters used in the analysis.


119.8 MPa0.33.12 m3/m34.5 m6.8 m3.54 m173.1 kPa0.2pg = 34.6 kPa
0.4pg = 69.2 kPa
0.6pg = 103.8 kPa
0.8pg = 138.4 kPa
1.0pg = 173.1 kPa

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