摘要
深圳某银行办公楼的深基坑支护采用了土钉支护,不但保证了施工质量,而且缩短了工期,减少 了投资,以此工程为例介绍了土钉支护的土力学参数计算、结构设计、施工方案、技术措施和取得的显著效果。
Soil nail was adopted in deep foundation pit support of a bank office building, which not only ensured the quality of construction, but also shortened the construction period and reduced the investment. Based on this case, the soil mechanics parameter calculation, structural design, construction scheme, technical measures and the remarkable effect of the soil nail support are introduced in this paper.
出处
《有色冶金设计与研究》
2004年第2期36-38,41,共4页
Nonferrous Metals Engineering & Research
关键词
深基坑支护
土钉支护
设计
施工
效果
deep foundation pit support
soil nail support
design
construction
effect
