Tunneling in Squeezing Ground: Effect of the Excavation Method

Manuel de la Fuente, Jean Sulem, Reza Taherzadeh, Didier Subrin

Open source

DOI: 10.1007/s00603-019-01931-4
Published: 2019-08-09
Container: Rock Mechanics and Rock Engineering
Publisher: Springer Science and Business Media LLC
Open access: unknown

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Cite this work

BibTeX

@article{allodium:10.1007/s00603-019-01931-4,
  title = {Tunneling in Squeezing Ground: Effect of the Excavation Method},
  author = {Manuel de la Fuente and Jean Sulem and Reza Taherzadeh and Didier Subrin},
  year = {2019},
  journal = {Rock Mechanics and Rock Engineering},
  doi = {10.1007/s00603-019-01931-4},
  url = {https://doi.org/10.1007/s00603-019-01931-4}
}

RIS

TY  - JOUR
TI  - Tunneling in Squeezing Ground: Effect of the Excavation Method
AU  - Manuel de la Fuente
AU  - Jean Sulem
AU  - Reza Taherzadeh
AU  - Didier Subrin
PY  - 2019
JO  - Rock Mechanics and Rock Engineering
DO  - 10.1007/s00603-019-01931-4
UR  - https://doi.org/10.1007/s00603-019-01931-4
ER  -

APA

Fuente, M. D. L., Sulem, J., Taherzadeh, R., & Subrin, D. (2019). Tunneling in Squeezing Ground: Effect of the Excavation Method. Rock Mechanics and Rock Engineering. https://doi.org/10.1007/s00603-019-01931-4

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crossref · retrieved 2026-11-10T10:39:51.388Z