期刊文献+

临海地质条件墙锚支护设计与施工关键技术

Wall anchorage support design and critical construction technologies under coastal geology condition
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摘要 以大连某工程为例,介绍了深基坑支护的设计方案,阐述了基坑墙锚结合支护方法的特点及设计与施工技术,指出这一新兴支护技术克服了常规支护方法存在的不足,适合于未来超深基坑的发展趋势。 Taking Dalian engineering as an example, the paper introduces deep foundation support design scheme, describes foundation wall an-chorage structure support features and design and construction technologies, and points out that : the above-mentioned technology avoids common support scheme defects, which will be suitable for deep foundation development trend in future.
作者 张哲彬
出处 《山西建筑》 2017年第13期54-57,共4页 Shanxi Architecture
关键词 深基坑 墙锚支护体系 预埋节点 预应力锚索 deep foundation, wall anchorage support system, pre-embedded joint, prestressed anchor cable
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  • 2Barley A D. The single bore multiple anchor system[A]. In: Proc. Int.Symp. on Ground Anchorages and Anchored Structures[C]. London:Themas Telford, 1997.65 - 75.
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  • 4Woods R I, Barkhordari K. The influence of bond stress distribution on ground anchor design[A]. In: Proc. Int. Symp. on Ground Anchorages and Anchored Structures[C]. London: Themas Telford, 1997.55 - 64.
  • 5Hobst L, Zajic J. Anchoring in Rock and Soil[M]. New York: Elsevier Scientific Publishing Company, 1983.

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