| 建筑物采用复合桩基时最大可建层数的估计 |
| |
| 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. |
| |
| 作者姓名： | 宰金珉 |
| |
| 作者单位： | 南京建筑工程学院, |
| |
| 基金项目： | 江苏省应用基础基金资助项目 (BJ95 0 90 ) |
| |
| 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。
|
| 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年4月30日 |
MAXIMUM CONSTRUCTIVE STORY NUMBER OF BUILDING DESIGNED BY COMPOSITE PILE FOUNDATION |
| |
| Zai Jinmin.MAXIMUM CONSTRUCTIVE STORY NUMBER OF BUILDING DESIGNED BY COMPOSITE PILE FOUNDATION[J].Industrial Construction,2001,31(11):1-4. |
| |
| Authors: | Zai Jinmin |
| |
| Affiliation: | Nanjing Architectural & Civil Engineering Institute\ Nanjing\ 210009 |
| |
| 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. |
| |
| Keywords: | composite pile foundation\ maximum constructive story number\ strength condition\ deformation condition |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
