Relation between the excavation method and the stability (damage zone) of an underground opening (Final report)

Research output: Book/Report › Commissioned report › Transfer › peer-review

Standard

Relation between the excavation method and the stability (damage zone) of an underground opening (Final report). / Heiss, Christian ; Moser, Peter.
2009.

Research output: Book/Report › Commissioned report › Transfer › peer-review

Harvard

Heiss, C & Moser, P 2009, Relation between the excavation method and the stability (damage zone) of an underground opening (Final report). <http://www.tunconstruct.org>

APA

Heiss, C., & Moser, P. (2009). Relation between the excavation method and the stability (damage zone) of an underground opening (Final report). http://www.tunconstruct.org

Vancouver

Heiss C , Moser P. Relation between the excavation method and the stability (damage zone) of an underground opening (Final report). 2009.

Author

Heiss, Christian ; Moser, Peter. / Relation between the excavation method and the stability (damage zone) of an underground opening (Final report). 2009.

Bibtex - Download

@book{25b80e83765740358503903947bfea15,

title = "Relation between the excavation method and the stability (damage zone) of an underground opening (Final report)",

author = "Christian Heiss and Peter Moser",

year = "2009",

language = "English",

}

RIS (suitable for import to EndNote) - Download

TY - BOOK

T1 - Relation between the excavation method and the stability (damage zone) of an underground opening (Final report)

AU - Heiss, Christian

AU - Moser, Peter

PY - 2009

Y1 - 2009

M3 - Commissioned report

BT - Relation between the excavation method and the stability (damage zone) of an underground opening (Final report)

ER -

University of Leoben research gateway