The anchor-tension testing and examination of supporting structure for slope soil anchor of the deep foundation pit of Zhenjiang national trade mansion
岩土力学2003年24卷第1期
作者机构:
南京工业大学 土木工程学院,江苏,南京,210009
作者简介:
基金信息:
DOI:
中图分类号:TU942
网络首发:2014-08-27,
纸质出版:2003
稿件说明:
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韩选江. 镇江国贸大厦深基坑支护结构的锚拉试验与检验[J]. 岩土力学, 2003,24(1).
HAN Xuan-jiang. The anchor-tension testing and examination of supporting structure for slope soil anchor of the deep foundation pit of Zhenjiang national trade mansion[J]. 2003, 24(1).
HAN Xuan-jiang. The anchor-tension testing and examination of supporting structure for slope soil anchor of the deep foundation pit of Zhenjiang national trade mansion[J]. 2003, 24(1).DOI:
There are a 31-story building above the ground and a 3-story basement of Zhenjiang National Trade Mansion built at the soft soil foundation. The deep foundation pit is 13.20 m deep. The upper wall of the deep foundation pit adopts slope soil anchor structure system. This building is close to two neighboring ones. Its south side is close to an old residence only 4 m apart
while the distance from the constructing comprehensive building is only 2 m. Besides the other two sides are very close to the underground pipe lines. For this reason
during the design of soil anchor
the anchor-tension test is carried out
and during construction for each rod
a pre-stressed force is added for examination
to ensure engineering quality
and to let the supporting structure produce only a small amount of lateral displacement
thus the safe and speedy construction is successfully carried out
and this experience can be used elsewhere for similar engineering work.