⌘+K

Pulse Explore Communities Researchers Journals

Home Communities Explore

February 1, 2019Proceedings of the Institution of Civil Engineers - Geotechnical EngineeringOpen Access

Discussion: Stability analysis of earth pressure balance shield tunnel face considering soil arching

Keqi Liu Wantao Ding Qian‐qing Zhang Peihe Shi Changgen Yan J.N. Shirlaw

View Full Paper

Ask AI

Bookmark

Share

Ask about this paper

Answers are grounded in this paper and cite their sources.

Ask your own question…

Abstract

presented a new basis for calculating face pressures for pressurised tunnel-boring machine (TBM) tunnelling.

Discussion

No takes yet. Share an insight, caveat, or question.

Cite This Study

Liu et al. (2019) studied this question.

synapsesocial.com/papers/6a8c6cd7960d47255a13094a https://doi.org/10.1680/jgeen.19.00027

View Full Paper

Ask AI

Bookmark

Share

Keep reading

Synapse has enriched 5 related papers. Consider them for comparative context:

1Stability of Clay at Vertical OpeningOriginal Research · 1967 · 262 citations
2Feasibility study of tar sands conditioning for earth pressure balance tunnellingOriginal Research · 2015 · 47 citations
3Using the Slump Test to Assess the Behavior of Conditioned Soil for EPB TunnelingOriginal Research · 2009 · 131 citations
4Copula/random field/probability density evolution method analysis of pile–slab structures with soil spatial variabilityProceedings of the Institution of Civil Engineers - Geotechnical Engineering · 2026
5Prediction of shear process in granular geomaterials using acoustic emissionProceedings of the Institution of Civil Engineers - Geotechnical Engineering · 2026

Extended soil-arching analysis for piled embankments with rectangular pile layoutsProceedings of the Institution of Civil Engineers - Geotechnical Engineering · 2026
Modifying the strength and consolidation–creep of Shanghai Clay with various polysaccharidesProceedings of the Institution of Civil Engineers - Geotechnical Engineering · 2026
Durability mechanics of quicklime grout in environmental cycles for earthen site repairProceedings of the Institution of Civil Engineers - Geotechnical Engineering · 2026
Analysis of the minimum safe thickness of the outburst prevention layer in double circular karst tunnelsProceedings of the Institution of Civil Engineers - Geotechnical Engineering · 2026
Inter-particle lubrication model for ballast bed response at medium moisture contentsProceedings of the Institution of Civil Engineers - Geotechnical Engineering · 2026

More from Proceedings of the Institution of Civil Engineers - Geotechnical Engineering

More from Shandong University

More from Chang'an University

More from Golder Associates (China)