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| 高层建筑桩筏基础优化设计的新思路 | |
| 引用本文： | 彭俊文. 高层建筑桩筏基础优化设计的新思路[J]. 山西建筑, 2006, 32(1): 126-127 |
| 作者姓名： | 彭俊文 |
| 作者单位： | 深圳市广安龙建筑工程有限公司 |
| 摘 要： | 结合最新的设计理念，从减沉设计与变刚度调平设计两方面探讨桩筏基础的优化设计。工程实例证明：以沉降控制为原则的减沉设计与变刚度调平设计的思路是正确的，并在实际工程中取得了良好的经济效益。 |
| 关 键 词： | 桩筏基础 减沉设计 变刚度调平设计 |
| 文章编号： | 1009-6825(2006)01-0126-02 |
| 收稿时间： | 2005-09-06 |
| 修稿时间： | 2005-09-06 |
New ideas to optimize the piled raft foundation design of high-rise building |
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| PENG Jun-wen. New ideas to optimize the piled raft foundation design of high-rise building[J]. Shanxi Architecture, 2006, 32(1): 126-127 | |
| Authors: | PENG Jun-wen |
| Affiliation: | PENG Jun-wen |
| Abstract: | Combined with new design ideas,from two aspects: reducing settlement design and variable rigidity design for balance settlement the optimization design of piled raft foundation is discussed.Practice shows the thought of reducing settlement design and variable rigidity design for balance settlement is correct,which acquired good economic benefits in practice. |
| Keywords: | piled raft foundation reducing settlement design variable rigidity design for balance settlement |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |