Article Title

Research tensity of permanent tunnel lining with temporary shotcrete lining factor

Journal: Journal of Transsib Railway Studies V.3(15), 2013
Journal thematic sections: Railway and engineering structures
Pages: 125-133
Authors: Y. A. Tsibarius
udk: 624.19.035.2
Article reference
Tsibarius Y. A. Research tensity of permanent tunnel lining with temporary shotcrete lining factor Izvestiia Transsiba – The Trans-Siberian Bulletin, 2013, no. 3(15), pp. 125 – 133.

Abstract

Shotcrete lining is one of the most common types of temporary supports in tunnel construction. The influence of shotcrete lining on design calculations of permanent lining is difficult, because there is no method of designing at the present time. This leads to increasing in consumption of materials and labour of construction. The information about the influence of the basic mechanical properties of soils, geometrical size of construction per value of temporary shotcrete lining factor was obtained during research. These data formed the basis for futher development method of designing.