In today’s market, it is imperative to be knowledgeable and have an edge over the competition. ACI members have it…they are engaged, informed, and stay up to date by taking advantage of benefits that ACI membership provides them.
Read more about membership
Become an ACI Member
Founded in 1904 and headquartered in Farmington Hills, Michigan, USA, the American Concrete Institute is a leading authority and resource worldwide for the development, dissemination, and adoption of its consensus-based standards, technical resources, educational programs, and proven expertise for individuals and organizations involved in concrete design, construction, and materials, who share a commitment to pursuing the best use of concrete.
American Concrete Institute
38800 Country Club Dr.
Farmington Hills, MI
Chat with Us Online Now
Feedback via Email
Home > Publications > International Concrete Abstracts Portal
The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.
Title: Steel-fibre reinforcement for precast lining in tunnels with different diameters
Author(s): Alberto Meda; Zila Rinaldi
Publication: Special Publication
Appears on pages(s): 363-372
Keywords: Precast tunnel segment, segmental tunnel lining, fibre-reinforced concrete.
Abstract:In the last few years, several research projects were realized at the University of Rome “Tor Vergata” on precast tunnel lining made with fibre-reinforced concrete without any other
traditional reinforcement. The proposed technique exhibited several advantages with respect to the traditional reinforced concrete solution related not only to minor construction costs, but also (and more importantly) to high performance of the structure. The use of fibre reinforcement increases the impact strength of the segments, enhances the durability properties and reduces crack openings. Furthermore, it is possible to increase the quality of the production process in the precast plant and reduce the labour cost. The first experience
was made in Panama with two hydraulic tunnels having a “small” diameter: “Monte Lirio Tunnel” and “Pando Tunnel” with an internal diameter of 3.2 m. A wide research effort on the definition of optimal fibre-reinforced concrete was developed during the design phase, with a series of full-scale tests. Eventually, the technology was applied on a hydraulic tunnel with a greater diameter: “El Alto Tunnel” with an internal diameter of 5.8 m. All these tunnels were designed according to the prescriptions of the fib Model Code for Concrete Structures 2010. This paper discusses some aspects related to the use of fibre-reinforced concrete in tunnels
with different diameters and thicknesses.
Click here to become an online Journal subscriber