A method to calculate the displacement ofcutting face of composite soil nailed walls was introduced.

根据复合土钉支护位移产生的原理提出了一种计算复合土钉支护位移的方法.

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The result achievedmake a preferably direction to the design and application of the composite soil nail.

本文的研究成果,对复合土钉的工程应用具有较好的指导意义.

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Composite soil - nailed wall was a new support technology that was different from the traditional.

复合土钉墙是一种新型的支护技术,不同于传统的土钉支护.

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The landslide process of a composite soil nailed wall in soft clay excavation is described.

简述了某软土基坑复合土钉支护结构失稳过程,分析失稳原因,介绍工程治理措施.

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Composite soil - nailing is a new supporting form of foundation pit and slope, which is developed nailing.

复合土钉支护是在土钉技术基础上发展和延伸形成的一种新型的基坑或边坡支护型式.

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