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Influence of Tunnel Excavation on the Stability of a Bedded Rock Slope: A Case Study on the Mountain...

Influence of Tunnel Excavation on the Stability of a Bedded Rock Slope: A Case Study on the Mountain...

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_nrf_kci_oai_kci_go_kr_ARTI_9627156

Influence of Tunnel Excavation on the Stability of a Bedded Rock Slope: A Case Study on the Mountainous Area in Southern Anhui, China

About this item

Full title

Influence of Tunnel Excavation on the Stability of a Bedded Rock Slope: A Case Study on the Mountainous Area in Southern Anhui, China

Publisher

Seoul: Korean Society of Civil Engineers

Journal title

KSCE Journal of Civil Engineering, 2021, 25(1), , pp.114-123

Language

English

Formats

Publication information

Publisher

Seoul: Korean Society of Civil Engineers

More information

Scope and Contents

Contents

Tunnel excavation has a substantial effect on the stability of rock slopes. The influence of tunnel excavation on the deformation and mechanical characteristics of a bedded slope is investigated by analysing the cumulative displacement, stress, and strain of the slope using the finite-element method (FEM) and field monitoring method. The deformatio...

Alternative Titles

Full title

Influence of Tunnel Excavation on the Stability of a Bedded Rock Slope: A Case Study on the Mountainous Area in Southern Anhui, China

Authors, Artists and Contributors

Identifiers

Primary Identifiers

Record Identifier

TN_cdi_nrf_kci_oai_kci_go_kr_ARTI_9627156

Permalink

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_nrf_kci_oai_kci_go_kr_ARTI_9627156

Other Identifiers

ISSN

1226-7988

E-ISSN

1976-3808

DOI

10.1007/s12205-020-0831-6

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