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Title Details:
Shotcrete lining
Authors: Sofianos, Alexandros
Reviewer: Nomikos, Pavlos
Description:
Abstract:
Tunnel lining concrete is applied using three different methods: either by spraying directly onto the rock surface, by casting in the void between the formwork and the rock, or through precast segments that are later assembled on site. Each type of lining concrete includes various admixtures/additives to achieve the desired properties. The concrete used for lining can be either reinforced or unreinforced. Typical mix designs and reinforcement configurations are provided. Standard technical specifications—both Greek and international—are followed. The structural design is based on the anticipated failure mechanisms. For circular tunnels, expressions are given for assessing deformation capacity (yielding behavior) and load-bearing capacity. For sections subjected to bending, verification methods are provided. Permeability requirements vary depending on the project and are addressed either through the use of waterproof membranes or by producing watertight concrete. The chapter concludes with application examples and practice exercises.
Type: Chapter
Creation Date: 2015
Item Details:
License: http://creativecommons.org/licenses/by-nc-nd/3.0/gr
Handle http://hdl.handle.net/11419/3461
Bibliographic Reference: Sofianos, A. (2015). Shotcrete lining [Chapter]. In Sofianos, A. 2015. Support for Underground Works [Undergraduate textbook]. Kallipos, Open Academic Editions. https://hdl.handle.net/11419/3461
Language: Greek
Is Part of: Support for Underground Works
Publication Origin: Kallipos, Open Academic Editions