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Finite element simulation of propagation of ultrasonic wave along a soil nail

机译:沿土钉超声波传播的有限元模拟

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This paper presents a numerical simulation of the propagation of ultrasonic waves along a soil nail using ABAQUS.Reinforcing existing infrastructures or building new ones demands innovative and cost-effective construction techniques.Soil nail wall, one of these techniques, has been widely used for supporting excavations or reinforcing existing slopes.Soil nail walls are constructed in-situ and built in stages from the top down without excavation soil behind.The drilled and grouted method is the most popular construction technique for soil nailing where a hole is drilled first in the ground followed by insertion of a soil nail and then grout of the annual space between the nail and the drill hole.Since the drill hole can be 10 or 20 m deep, soil collapsing or necking will appear during construction which will inevitably influence the quality of soil nails.Currently, the success of soil nail walls depends mainly on the quality control of the soil nails during construction through destructive pull-out tests.Therefore, it is highly necessary to develop a non-destructive testing (NDT) technique to replace these tedious and costly destructive testing.
机译:本文呈现的超声波一起使用ABAQUS.Reinforcing现有的基础设施或建设新的土钉传播的数值模拟需求,创新性和成本效益的建设techniques.Soil钉墙,这些技术之一,已被广泛用于支持挖掘或加强现有的斜坡。机原位构建,并在沿着挖掘土的阶段构建并在后面的阶段内置。钻孔和灌浆的方法是土壤钉子的最流行的施工技术,在地上首先钻孔随后插入土着钉子,然后在钉子和钻孔之间的年度空间的灌浆。钻孔可以是10或20米的深度,在施工期间将出现土壤塌陷或缩颈,这将不可避免地影响土壤的质量钉子。土壤钉墙的成功主要取决于通过DRADTRUC建设期间土着钉的质量控制因此,强烈的需要开发非破坏性测试(NDT)技术来取代这些繁琐且昂贵的破坏性测试。

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