| 场地存在溶洞的某高层建筑基础设计 |
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| 引用本文： | 史俊杰,王家麟,葛畅. 场地存在溶洞的某高层建筑基础设计[J]. 山西建筑, 2012, 38(12): 59-60 |
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| 作者姓名： | 史俊杰 王家麟 葛畅 |
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| 作者单位： | 1. 无锡市建筑设计研究院,江苏无锡,214001
2. 同济大学建筑设计研究院集团有限公司,上海,200092 |
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| 摘 要： | 针对场地中存在溶洞的某个工程项目,分析了各种桩基形式的适用性,通过综合比较,提出了较合理的基础设计方案,解决了棘手的工程问题,从而为同类项目基础设计提供指导。
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| 关 键 词： | 溶洞 摩擦桩 嵌岩桩 变刚度调平设计 沉降 |
Foundation design of the high-rise building with karst in the field |
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| SHI Jun-jie,WANG Jia-lin,GE Chang. Foundation design of the high-rise building with karst in the field[J]. Shanxi Architecture, 2012, 38(12): 59-60 |
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| Authors: | SHI Jun-jie WANG Jia-lin GE Chang |
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| Affiliation: | 1.Wuxi Academy of Building Design,Wuxi 214001,China; 2.Tongji University Academy of Building Design(Group) Co.,Ltd,Shanghai 200092,China) |
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| Abstract: | In light of the engineering project with karst in the field,the paper analyzes the applicability of various pile foundation forms.Through comprehensive comparison,it puts forward rational foundation design scheme,and solves intractable engineering problem,which has provided guidance for similar engineering foundation design. |
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| Keywords: | karst friction pile socketed pile variable rigidity design subsidence |
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