地震区里的纤维混凝土节段隧道

M. Avanaki
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引用次数: 0

摘要

不断增长的建筑业被认为是经济的主要推动力之一,特别是在发展中国家。隧道是公共和私营部门建设和投资的基础设施之一,用于各种目的,例如运输、供水等。在这方面,制定了提高隧道可行性和性能的方法,以满足具体要求。纤维材料增强砂浆基体,即主要是减少裂缝的发展和扩展,其引入和使用可以追溯到几个世纪以前[1]。在现代建筑实践中,不同材料的纤维(钢、碳、玻璃、聚丙烯等)被用来提高混凝土砂浆的开裂后抗拉强度和抗弯性能[1-3],被称为纤维增强混凝土(FRC)。纤维混凝土结构构件的设计框架在近期的设计规范和规程中进行了规范和引入[4-6]。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Fiber Reinforced Concrete Segmental Tunnels in Seismic Regions
The ever-growing construction sector is considered as one of the main propellers of economy, especially in developing countries. Tunnels are one of the vastly developed infrastructures in which public and private sectors build and invest for various purposes, e.g. transport, water supply, and so on. In this regard, approaches to increase feasibility and performance of tunnels are developed to meet specific requirements. Introduction and usage of fibrous materials to strengthen mortar matrix, i.e. primarily decrease crack development and propagation, dates back to centuries ago [1]. In modern construction practice, fibers of different materials (steel, carbon, glass, polypropylene, ...) are used to increase the post-crack tensile strength and flexural properties of the concrete mortar [1-3], known as Fiber Reinforced Concrete (FRC). The design framework for fiber reinforced concrete structural elements are standardized and introduced in recent design codes and regulations [4-6].
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