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Study on methods for deep foundation pit supporting in Beijing

机译:北京深基坑支护方法研究

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摘要

Slope supporting piles and enlarged prestressed anchorage was used to support the deep foundation pit in Beijing which is a complicated engineering and influenced by many factors that locating in the midtown of Beijing city and nearby the construction, traffic trunk and underground pipelines based on the hydrological datum and geological conditions through the specific analysis of the actual conditions, surroundings and geological conditions of the site. Then taking full advantages of the large resist pulling force of single anchorage, small displacement and high reliability of enlarged prestressed anchorage and ensures the engineering be carried out safely and successfully.
机译:坡度支撑桩和放大的预应力锚固件用于支持北京的深基坑,这是一个复杂的工程,受到​​许多因素的影响,这些因素在北京市中城,附近的建筑,交通行李箱和地下管道基于水文基准通过对现场的实际条件,周围环境和地质条件的具体分析,地质条件。然后采用单锚的大抗蚀剂拉动力,小位移和扩大预应力锚固的高可靠性,确保了工程安全和成功进行。

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