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复杂条件下软土深坑支护的设计与实践 被引量:3

Retaining of a Deep Foundation Pit in Soft Soil Under Complicated Condition
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摘要 以福州银河大厦工程为实例,阐述了在复杂条件下高层建筑软土深坑支护结构的设计与实践,提出对这一类支护结构方案除按常规设计外,还需依据工程的特殊条件,对工程的薄弱环节进行评估、补充设计与监测,以确保工程安全可靠. Taking Fuzhou Yinhe Mansion as an example, the design and practice of deep braced excavation in soft soil for high buildings under complicated condition are elaborated. Except for macroscopic routine design, the week link of the project must be evaluated, and additional design and measurement must be done according to the special condition of the project to guarantee the softy and reliability of the project.
作者 林颖孜
出处 《建筑结构》 CSCD 北大核心 2000年第5期43-45,共3页 Building Structure
关键词 深坑支护 围护桩 钢管支撑 深基坑 高层建筑 bracing structure foundation pit excavation pile steel pipe support finite element analysis elastic-support high pressure jet grouting
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参考文献4

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  • 4福建省建筑设计院,银河大厦基坑开挖监测报告

同被引文献29

  • 1赵尚毅,郑颖人,张玉芳.极限分析有限元法讲座——Ⅱ有限元强度折减法中边坡失稳的判据探讨[J].岩土力学,2005,26(2):332-336. 被引量:542
  • 2崔岩,张鑫.深基坑土钉支护的有限元分析[J].工程力学,1996,13(2):103-109. 被引量:15
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  • 10沈恺伦.土钉加排桩复合围护结构的共同作用分析[J].岩石力学与工程学报,2007,26(1):169-174. 被引量:13

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