Stability Investigation of a Deep Shaft Using Different Methods-Reference-Cited by-同舟云学术

Stability Investigation of a Deep Shaft Using Different Methods

Published:2021-02 Issue:2 Volume:21 Page:05020009
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Kaya Ayberk¹^ORCID,Tarakçi Ümit Cihat²

Affiliation:

1. Faculty of Engineering and Architecture, Dept. of Civil Engineering, Recep Tayyip Erdogan Univ., 53100 Rize, Turkey (corresponding author). ORCID: .

2. Faculty of Engineering and Architecture, Dept. of Geological Engineering, Recep Tayyip Erdogan Univ., 53100 Rize, Turkey.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001917

Reference40 articles.

1. Acun D. 2009. “Investigation of the properties of surrounding rocks and stability for Amasra-Tarlaağzi shaft.” M.Sc. thesis Dept. of Mining Engineering Zonguldak Karaelmas Univ.

2. The squeezing potential of rocks around tunnels; theory and prediction;Aydan O.;Rock Mech. Rock Eng.,1993

3. Engineering classification of rock masses for the design of tunnel support;Barton N. R.;Rock Mech.,1974

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