| 深层平行双顶管对海堤沉降的影响分析 |
| |
| 引用本文： | 顾威,曹坤,邹恒,王弘元.深层平行双顶管对海堤沉降的影响分析[J].城市道桥与防洪,2021(1):131-133,180. |
| |
| 作者姓名： | 顾威 曹坤 邹恒 王弘元 |
| |
| 作者单位： | 上海市政工程设计研究总院(集团)有限公司,上海市200092;上海市政工程设计研究总院(集团)有限公司,上海市200092;上海市政工程设计研究总院(集团)有限公司,上海市200092;上海市政工程设计研究总院(集团)有限公司,上海市200092 |
| |
| 摘 要： | 以东部沿海某达标尾水排海工程为例,分别通过经验公式方法和数值方法模拟深层平行双顶管施工对海堤地表沉降值和影响范围进行对比分析.两种研究方法的计算结果显示土体的变形规律基本一致,可为类似工程提供借鉴.
|
| 关 键 词： | 深层平行双顶管 海堤沉降 数值分析 |
| 收稿时间： | 2020/5/28 0:00:00 |
Analysis on Influence of Deep Parallel Double Jacking Pipes on Settlement of Seawall |
| |
| GU Wei,CAO Kun,ZOU Heng,WANG Hongyuan.Analysis on Influence of Deep Parallel Double Jacking Pipes on Settlement of Seawall[J].Urban Roads Bridges & Flood Control,2021(1):131-133,180. |
| |
| Authors: | GU Wei CAO Kun ZOU Heng WANG Hongyuan |
| |
| Abstract: | Taking a qualified tailwater discharge-into-sea project in the eastern coast as an example, the seawall surface settlement value of deep parallel double-jacketed pipe construction is simulated by the empirical formula method and numerical method, and the influencing range is compared and analyzed. The calculation results of two study methods show that the deformation laws of soil are basically consistent, which can provide the reference for the similar projects. |
| |
| Keywords: | deep parallel double jacketing pipes seawall settlement numerical analysis |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
| 点击此处可从《城市道桥与防洪》浏览原始摘要信息 |
| 点击此处可从《城市道桥与防洪》下载免费的PDF全文 |
