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Application of the novel composite earth retaining structure method to urban excavations: a constructability analysis

机译:新型复合地球保留结构法在城市挖掘中的应用:一种构造性分析

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摘要

The objective of this study is to propose and evaluate a novel composite earth retaining structure method to be applied in urban excavations in terms of construction safety, cost, and duration. The novel composite structure is a multipurpose structure, which may counteract uplift pressure acting on the foundation base, provide lateral support at ground level, and function as king posts during excavation. To evaluate the feasibility and advantages of utilizing the composite earth retaining structure in deep excavations, the case of a commercial building development in Taipei has been studied. In this project, the original excavation design employed top-down construction for the foundation and basement. Two alternative designs employing the composite earth retaining structure method were later proposed to the owner for evaluation and selection. The analyses of the two alternatives include a three-dimensional geotechnical finite element analysis using PLAXIS3D and an analysis of time using PROJECT 2013 as well as a study of cost impacts. The results from the analyses show that the novel method can be superior to the original design in terms of construction safety, project cost, and construction duration.
机译:本研究的目的是提出并评估一种新型复合地球挡土结构方法,以便在建筑安全性,成本和持续时间方面应用城市挖掘。新型复合结构是多用途结构,其可以抵消作用在基础基座上的升压压力,在接地水平提供横向支撑,并在挖掘过程中作为王柱起作用。为了评估利用复合地球保留结构在深度挖掘中的可行性和优点,研究了台北商业建筑开发的情况。在这个项目中,原始的挖掘设计采用了基础和地下室的自上而下的建设。稍后提出了使用复合地球保留结构方法的两种替代设计,用于评估和选择。两种替代方案的分析包括使用Plaxis3D的三维岩土工程有限元分析和使用项目2013的时间分析以及成本影响的研究。分析结果表明,在施工安全,项目成本和施工期间,新型方法可以优于原始设计。

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