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Reliability-based design of lining structures for underground space against water seepage

机译:基于可靠性的水渗漏地下空间衬砌结构设计

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The use of underground spaces is becoming increasingly important in this era of rapid urbanization and population growth. However, underground spaces are susceptible to water ingress, which may trigger the deterioration of their structural performance and reduce their serviceability. This highlights the importance of the proper design of lining structures with an emphasis on water penetration. This study develops a reliability-based approach to guide the design of lining structures used for underground spaces. The equivalent depth of water seepage is considered for a two-dimensional lining structure in the presence of the randomness and spatial correlation of the water seepage distribution. The probabilistic behavior of the equivalent seepage depth that is derived serves as the basis for reliability-based design of lining structures. A simple design criterion is developed. An example is presented to demonstrate the applicability of the proposed approach.
机译:在快速城市化和人口增长的时代,使用地下空间的使用变得越来越重要。 然而,地下空间易受水入口的影响,这可能引发其结构性能的恶化并降低其可维护性。 这突出了正确设计衬里结构的重要性,重点是水渗透。 本研究开发了一种基于可靠性的方法,以指导用于地下空间的衬里结构的设计。 在水渗透分布的随机性和空间相关性存在下,考虑到二维衬里结构的等效深度。 导出的等效渗流深度的概率行为用作基于可靠性的衬里结构设计的基础。 开发了一个简单的设计标准。 提出了一个例子来证明所提出的方法的适用性。

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