Development of MGF Method Based on the Evaluation of Forepiling Supporting Mechanism

Kitamoto, Yukiyoshi; Date, Kensuke; Yamamoto, Tadahiro; Hibiya, Kenji; Ohta, Hiromichi

doi:10.1201/9780203746653-28

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Numerical Analysis For Forepoling Methods1

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“…The length of the steel pipes and thickness of the grouted zone were important factors when analysing the Umbrella Arch method as shown by Kitamoto et al (2001) who used steel pipes that were almost half the length of conventional ones used in Umbrella Arch method to reinforce the tunnel crown. They named this pre support method as Multi-Ground Forepiling (MGF) method.…”

Section: Numerical Analysis For Forepoling Methodsmentioning

confidence: 99%

Numerical analysis for shallow tunnels in weak ground supported by umbrella arch method

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Numerical Analysis for shallow tunnels in weak ground supported by Umbrella Arch method Table of Contents iii 2.6.2 Ground surface settlement 2.6.3 Subsurface settlement 2.6.4 Longitudinal settlement 2.6.5 Lateral settlement 2.6.6 Theoretical solutions of tunnelling induced settlements 2.6.7 Ground movement and its effect on buried pipelines-Ground movement transverse to a pipeline-Ground movement parallel to pipeline

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Section: Numerical Analysis For Forepoling Methodsmentioning

confidence: 99%