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Design on soil-nailing wall Supporting of Foundation Pit in Bao Tou

机译:Bao Tou基坑钉墙支撑设计

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摘要

According to the surrounding environment condition, the rock engineering site condition and the excavation depth, soil-nailing wall as its main form combining with the practical engineering case.the paper introduces the characteristics of the engineering and design soil-nailing wall excavation and check anti-bump and anti-overturning.to meets project requirements. Soil nailing wall retaining structure are widely used in soil nailing construction because of simple construction, high construction efficiency, flexible, light structure, low engineering cost. For the calculation of soil nail, the typical specification method is the construction of foundation pit supporting technology regulation methodand the regulations of technology of soil nailing supporting of foundation pit, but the calculation method is not the same. There are some research methods calculate soil nail force and displacement. Finite element numerical analysis is also useful, but it is more complex and inconvenience promotion in terms of engineering practicability. This paper uses the construction of foundation pit supporting technology[1]to meet the engineering requirements. It provide a reference for similar project.
机译:根据周围环境条件,岩石工程现场条件和挖掘深度,土钉墙作为其主要形式与实用工程案件相结合。介绍了工程和设计土壤钉墙挖掘的特点,检查抗-bump和Antioverturning.to符合项目要求。土壤钉壁保持结构广泛应用于土钉施工,由于施工简单,施工效率高,柔韧,光明结构,工程成本低。对于土方钉的计算,典型的规格方法是基础坑支撑技术规范的构建和土壤钉支撑技术的规定,但计算方法不一样。有一些研究方法计算土壤指甲力和位移。有限元数值分析也是有用的,但在工程实用性方面促进更复杂和不便。本文采用基础坑支撑技术的构建[1]以满足工程要求。它为类似项目提供了参考。

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