Composite soil nailed wall is a newly support technology that is different from the traditional soil nailed.

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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This paper introduces 3D stability limit analysis model for soil-nailed wall based on the upper bound theory.

本文介绍了应用上限理论建立的土钉墙稳定性评估的三维极限分析模型。

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As a effective support form for excavation, the soil nailed wall has been suggested and widely used in recent years.

土钉支护结构作为一种有效支护基坑的形式得到了广泛应用。

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Trying for a more modern look, it nailed up a wall of grey panels on which it is showing a mix of Old Masters and contemporary works.

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