|
|||||
|
|
| 建筑碎料斜坡堤局部滑移原因分析 | |
| 引用本文： | 吴玺,黄玉龙,赵岩.建筑碎料斜坡堤局部滑移原因分析[J].中国港湾建设,2010(3):5-8. |
| 作者姓名： | 吴玺 黄玉龙 赵岩 |
| 作者单位： | 1. 天津市南港工业区开发有限公司,天津,300457 2. 天津中心渔港开发有限公司,天津,300457 3. 中交天津港湾工程研究院有限公司,港口岩土工程技术交通行业重点实验室,天津市港口岩土工程技术重点实验室,天津,300222 |
| 摘 要： | 通过某工程实例,对吹填过程局部滑移的建筑碎料斜坡堤的稳定性进行了验算,分析了产生局部滑移的原因。根据实际情况调整了计算参数,对修复围堤断面进行了验算,结果表明参数的选择是合理的,可对类似工程提供借鉴。 |
| 关 键 词： | 建筑碎料 斜坡堤 局部滑移 吹填 稳定性 |
Analysis on Mound Breakwater Localized Slip of Constructive Shivers |
|
| WU Xi,HUANG Yu-long,ZHAO Yan.Analysis on Mound Breakwater Localized Slip of Constructive Shivers[J].China Harbour Engineering,2010(3):5-8. | |
| Authors: | WU Xi HUANG Yu-long ZHAO Yan |
| Institution: | 1.Tianjin Southport Industrial Zone Development Co.,Ltd.,Tianjin 300457,China;2.Tianjin Central Fishery Base Development Co.,Ltd.,Tianjin 300457,China;3.CCCC Tianjin Port Engineering Institute Co.,Ltd.,Key Laboratory of Port Geotechnical Engineering,Ministry of Communication,Key Laboratory of Port Geotechnical Engineering of Tianjin,Tianjin 300222,China) |
| Abstract: | Through an engineering project,this paper calculates the stability of mound breakwater of constructive shivers with localized slip during reclamation process,analyzes the reasons for localized slip.Then it adjusts the calculating parameters according to actual situation,and calculates the cross section of repaired breakwater,the results show that the parameters are properly chosen.It can provide references for similar projects. |
| Keywords: | constructive shiver mound breakwater localized slip reclamation stability |
| 本文献已被 维普 万方数据 等数据库收录！ | |