| 建筑物采用复合桩基时最大可建层数的估计 |
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| 引用本文： | 宰金珉. 建筑物采用复合桩基时最大可建层数的估计[J]. 工业建筑, 2001, 31(11): 1-4 |
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| 作者姓名： | 宰金珉 |
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| 作者单位： | 南京建筑工程学院, |
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| 基金项目： | 江苏省应用基础基金资助项目 (BJ95 0 90 ) |
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| 摘 要： | 分别根据强度条件和变形条件 ,得到了复合桩基的最大可建层数的简明表达式 ,最后给出相应的算例。算例表明 :复合桩基应按变形和强度双重控制进行设计。
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| 关 键 词： | 复合桩基 最大可建层数 强度条件 变形条件 |
| 修稿时间： | 2001-04-30 |
MAXIMUM CONSTRUCTIVE STORY NUMBER OF BUILDING DESIGNED BY COMPOSITE PILE FOUNDATION |
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| Zai Jinmin. MAXIMUM CONSTRUCTIVE STORY NUMBER OF BUILDING DESIGNED BY COMPOSITE PILE FOUNDATION[J]. Industrial Construction, 2001, 31(11): 1-4 |
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| Authors: | Zai Jinmin |
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| Affiliation: | Nanjing Architectural & Civil Engineering Institute Nanjing 210009 |
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| Abstract: | The two concise expressions of maximum constructive story number under the control condition of total bearing capacity or settlement are presented.Case history shows that a composite pile foundation is necessarily designed by double control of total bearing capacity and settlement. |
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| Keywords: | composite pile foundation maximum constructive story number strength condition deformation condition |
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