| 基于沉降控制原则的桩基模式探讨 |
| |
| 引用本文： | 谭礼陵.基于沉降控制原则的桩基模式探讨[J].城市道桥与防洪,2008(5):66-68. |
| |
| 作者姓名： | 谭礼陵 |
| |
| 作者单位： | 广州市市政工程设计研究院,广东,广州,510060 |
| |
| 摘 要： | 以沉降控制为原则的桩基设计是现代桩基相互作用理论的主要成果之一,文章着重介绍了复合桩基、疏桩基础、减沉桩和桩体复合地基等桩基设计方法的特点,提出了各种不同类型桩基相互作用的区别和各自的原理,以明确其不同概念和适用范围。
|
| 关 键 词： | 设计方法 复合基础 疏桩基础 减沉桩 桩体复合地基 |
| 文章编号： | 1009-7716(2008)05-0066-03 |
| 修稿时间： | 2008年2月9日 |
Probing into Pile Foundation Mode on Settlement Control Principle |
| |
| Tan Liling.Probing into Pile Foundation Mode on Settlement Control Principle[J].Urban Roads Bridges & Flood Control,2008(5):66-68. |
| |
| Authors: | Tan Liling |
| |
| Abstract: | The design of pile foundation on the principle of settlement control is one of the main achievements of the modern interaction theory of the pile foundation. The article concentrates on the introduction of the features of the pile foundation design methods of the compound pile foundation, sparse pile foundation, settlement-reducing pile and pile body compound foundation, and points out the differences of all kinds of the pile foundation interactions and their principles make sure their definitions and appli... |
| |
| Keywords: | design methods compound pile foundation sparse pile foundation settlement-reducing pile compound foundation of pile |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
