Vertical Earth Pressure Design for High-Filled Cut-and-Cover Tunnels: Fid-Bau Portal

Fachinformationsdienst BAUdigital

Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik

Vertical Earth Pressure Design for High-Filled Cut-and-Cover Tunnels

Li, S. / Yao, Y. X. / Ho, I. H. / Ma, L. / Wang, Q. C. / Zhou, P.

We used finite element analysis to study the impacts of cross-sectional shape, elasticity modulus, hole width, slope angle, and ratio of trench width to tunnel width on the vertical earth pressure on top of cut-and-cover tunnels. The study results show that the effect of the tunnel width coefficient nonlinearly increases with increase in the fill height. The effect of the elasticity modulus coefficient and the coupled effect of slope angle and the ratio of trench width to cut-and-cover tunnel width decreases nonlinearly. We also analyzed two calculation cases for high-filled railway cut-and-cover tunnels and compared the calculated results with those obtained by numerical simulation.

Zugriff

Verfügbarkeit in meiner Bibliothek prüfen

Bestellung bei Subito €

Seitennavigation

Dokumentinformationen

Ähnliche Titel

Exportieren, teilen und zitieren

Vertical Earth Pressure Design for High-Filled Cut-and-Cover Tunnels

Li, S. / Yao, Y. X. / Ho, I. H. / Ma, L. / Wang, Q. C. / Zhou, P.

We used finite element analysis to study the impacts of cross-sectional shape, elasticity modulus, hole width, slope angle, and ratio of trench width to tunnel width on the vertical earth pressure on top of cut-and-cover tunnels. The study results show that the effect of the tunnel width coefficient nonlinearly increases with increase in the fill height. The effect of the elasticity modulus coefficient and the coupled effect of slope angle and the ratio of trench width to cut-and-cover tunnel width decreases nonlinearly. We also analyzed two calculation cases for high-filled railway cut-and-cover tunnels and compared the calculated results with those obtained by numerical simulation.

Vertical Earth Pressure Design for High-Filled Cut-and-Cover Tunnels

Li, S. / Yao, Y. X. / Ho, I. H. / Ma, L. / Wang, Q. C. / Zhou, P.

We used finite element analysis to study the impacts of cross-sectional shape, elasticity modulus, hole width, slope angle, and ratio of trench width to tunnel width on the vertical earth pressure on top of cut-and-cover tunnels. The study results show that the effect of the tunnel width coefficient nonlinearly increases with increase in the fill height. The effect of the elasticity modulus coefficient and the coupled effect of slope angle and the ratio of trench width to cut-and-cover tunnel width decreases nonlinearly. We also analyzed two calculation cases for high-filled railway cut-and-cover tunnels and compared the calculated results with those obtained by numerical simulation.

Zugriff

Verfügbarkeit in meiner Bibliothek prüfen

Bestellung bei Subito €

Seitennavigation

Dokumentinformationen

Ähnliche Titel

Exportieren, teilen und zitieren

Dokumentinformationen

Titel:

Vertical Earth Pressure Design for High-Filled Cut-and-Cover Tunnels

Beteiligte:

Li, S. (Autor:in) / Yao, Y. X. (Autor:in) / Ho, I. H. (Autor:in) / Ma, L. (Autor:in) / Wang, Q. C. (Autor:in) / Zhou, P. (Autor:in)

Erschienen in:

Soil Mechanics and Foundation Engineering ; 56

Erscheinungsdatum:

2019

ISSN:

DOI:

https://doi.org/10.1007/s11204-019-09588-5

Medientyp:

Aufsatz (Zeitschrift)

Format:

Elektronische Ressource

Sprache:

Englisch

Klassifikation:

BKL: 56.20 Ingenieurgeologie, Bodenmechanik / 56.20$jIngenieurgeologie$jBodenmechanik

Ähnliche Titel

Vertical Earth Pressure Design for High-Filled Cut-and-Cover Tunnels

Li, S. / Yao, Y. X. / Ho, I. H. et al. | Online Contents | 2019

Method to Estimate Lateral Earth Pressure on High-Filled Cut-and-Cover Tunnels

Ma, Li / Li, Sheng / Ho, I-Hsuan et al. | Springer Verlag | 2020

Experimental and Numerical Analyses for Earth Pressure Distribution on High-Filled Cut-and-Cover Tunnels

Li, Sheng / Jianie, Yuchi / Ho, I-Hsuan et al. | Springer Verlag | 2020

Coupled effect of tire-derived aggregate and geogrid on lateral earth pressure on high-filled cut-and-cover tunnels

Shamil Flamarz / Mohammad Hajiazizi | DOAJ | 2023

Freier Zugriff

Optimization Effects of Load Reduction for Earth Pressure on High-Filled Cut-and-Cover Tunnels Using the Discrete Element Method

Bentian Yu / Junying Xia / Sheng Li et al. | DOAJ | 2021

Freier Zugriff