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Coupled Discrete Element-Finite Difference Method for Analysing Effects of Cohesionless Soil Conditi...

Coupled Discrete Element-Finite Difference Method for Analysing Effects of Cohesionless Soil Conditi...

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_nrf_kci_oai_kci_go_kr_ARTI_6060434

Coupled Discrete Element-Finite Difference Method for Analysing Effects of Cohesionless Soil Conditioning on Tunneling Behaviour of EPB Shield

About this item

Full title

Coupled Discrete Element-Finite Difference Method for Analysing Effects of Cohesionless Soil Conditioning on Tunneling Behaviour of EPB Shield

Publisher

Seoul: Korean Society of Civil Engineers

Journal title

KSCE Journal of Civil Engineering, 2019, 23(10), , pp.4538-4552

Language

English

Formats

Publication information

Publisher

Seoul: Korean Society of Civil Engineers

More information

Scope and Contents

Contents

A computational scheme coupling PFC3D (Particle Flow Code in 3 Dimensions) and FLAC3D (Fast Lagrangian Analysis of Continua in 3 Dimensions) was performed to investigate influences of sand conditioning on the tunneling behaviour of earth pressure balance (EPB) shield in sandy ground. A detailed EPB shield and its near ground were modelled in the PF...

Alternative Titles

Full title

Coupled Discrete Element-Finite Difference Method for Analysing Effects of Cohesionless Soil Conditioning on Tunneling Behaviour of EPB Shield

Authors, Artists and Contributors

Identifiers

Primary Identifiers

Record Identifier

TN_cdi_nrf_kci_oai_kci_go_kr_ARTI_6060434

Permalink

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_nrf_kci_oai_kci_go_kr_ARTI_6060434

Other Identifiers

ISSN

1226-7988

E-ISSN

1976-3808

DOI

10.1007/s12205-019-0473-8

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