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| 烟台市金建大厦深基坑支护计算与设计探讨 | |
| 引用本文： | 陈永建,时向东,李相然,孙伟.烟台市金建大厦深基坑支护计算与设计探讨[J].烟台大学学报(自然科学与工程版),2001,14(3):230-234. |
| 作者姓名： | 陈永建 时向东 李相然 孙伟 |
| 作者单位： | 1. 烟台市勘察测绘院，山东烟台，264001 2. 烟台大学土木工程系，山东烟台，264005 3. 烟台市房屋建设综合开发公司，山东烟台，264001 |
| 摘 要： | 研究了烟台市金建大厦基坑支护理论计算方法，传统的经典理论不能计算结构与土体的变形，而弹性支点法只能计算结构内力与变形，对土体强度问题考虑不足，无法直接确定桩的入土深度等问题，本文同时采用了静力平衡法与弹性支点法理论，两种方法的结合使用。为该基坑工程的支护设计提供可靠的理论依据。 |
| 关 键 词： | 深基坑 基坑支护 静力平衡法 弹性支点法 |
| 文章编号： | 1004-8820(2001)03-0230-05 |
Discussion on the Supporting Calculation and Design of the Deep Foundation Pit of Jinjian Tall Building in Yantai City |
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| CHEN Yong jian ,SHI Xiang dong ,LI Xiang ran ,SUN Wei.Discussion on the Supporting Calculation and Design of the Deep Foundation Pit of Jinjian Tall Building in Yantai City[J].Journal of Yantai University(Natural Science and Engineering edirion),2001,14(3):230-234. | |
| Authors: | CHEN Yong jian SHI Xiang dong LI Xiang ran SUN Wei |
| Institution: | CHEN Yong jian 1,SHI Xiang dong 2,LI Xiang ran 2,SUN Wei 3 |
| Abstract: | The methods of theoretical calculation of the foundation pit supporting of Jinjian tall building in Yantai city are studied in the thesis. The traditional theory can not calculate the deformation of structure and soil mass, but the elastic supporting method can only calculate innternal force and deformation of structure, it is short of the problem of soil mass intensity, and some problems, such as the patching depth the piles, can not determined directly. The theory of static equilibrium and elastic supporting methods are adopted at the same time in the thesis, based on the two methods, it's offered reliable theoretical foundation for the supporting design of foundation pit. |
| Keywords: | deep foundation pit supporting of foundation pit static equilibrium method elastic supporting method |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |