Advances in Civil Engineering / 2019 / Article / Fig 7

Research Article

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

Figure 7

Variation of calculated vertical displacement of ground surface with the horizontal distance to the tunnel centre for different five different values of the uniform pressure at the soil-grout interface.

We are committed to sharing findings related to COVID-19 as quickly as possible. We will be providing unlimited waivers of publication charges for accepted research articles as well as case reports and case series related to COVID-19. Review articles are excluded from this waiver policy. Sign up here as a reviewer to help fast-track new submissions.