|
|||||
|
|
| 单桩桩侧荷载传递特性的粘弹性分析 | |
| 引用本文： | 赵可肖,沈晓燕,朱汉容.单桩桩侧荷载传递特性的粘弹性分析[J].交通标准化,2007(5):32-35. |
| 作者姓名： | 赵可肖 沈晓燕 朱汉容 |
| 作者单位： | 1. 安徽省公路勘测设计院,安徽,合肥,230041 2. 安徽省交通职业技术学院,安徽,合肥,230051 3. 西南科技大学资环学院,四川,成都,621010 |
| 摘 要： | 基于桩侧的粘弹性荷栽传递模型,将已有的荷载沉降非线性关系解析拓展到粘弹性分析中,并推导出一步加载和线形加载下桩侧沉降的计算表达式,可为工程应用提供量化指标. |
| 关 键 词： | 单桩 粘弹性 解析解 不均匀性 非线性 单桩 桩侧 荷载 传递特性 粘弹性分析 Properties Transfer Loading Shaft Pile Single 量化指标 工程应用 计算表达式 加载 线性关系 沉降 传递模型 荷栽 |
| 文章编号： | 1002-4786（2007）05-0032-03 |
| 收稿时间： | 2006-09-04 |
| 修稿时间： | 2006年9月4日 |
Visco-elastic Analysis on Single Pile Shaft Loading Transfer Properties |
|
| ZHAO Ke-xiao,SHEN Xiao-yan,ZHU Han-rong.Visco-elastic Analysis on Single Pile Shaft Loading Transfer Properties[J].Communications Standardization,2007(5):32-35. | |
| Authors: | ZHAO Ke-xiao SHEN Xiao-yan ZHU Han-rong |
| Institution: | 1.Anhui Provincial Highway Survey and Design Institute, Hefei 230041, China; 2.Anhui Communication Vocational and Technical College, Hefei 230051, China; 3.Resource and Environment Science College, Southwest University of Science and Technology, Chengdu 621010, China |
| Abstract: | Based on the visco-elastic shaft loading transfer models, the previous non-linear closed-form solutions evolved for a pile in a non-homogenous media have been readily extended to account for visco-elastic response under 1-step or ramp loading circumstances, which can provide quantity index for engineering application. |
| Keywords: | single pile visco-elastic closed-form solutions non-homogenous non-linear |
| 本文献已被 维普 万方数据 等数据库收录！ | |