[1]张向东,张维庆.基于FLAC3D的预应力锚索挡墙正交优化设计[J].中国地质灾害与防治学报,2018,29(4):91-95.
 ZHANG XiangdongZHANG Weiqing.Orthogonal optimization design of retaining wall with prestressed anchor cable based on FLAC3D[J].The Chinese Journal of Geological Hazard and control,2018,29(4):91-95.
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基于FLAC3D的预应力锚索挡墙正交优化设计()
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《中国地质灾害与防治学报》[ISSN:1006-6977/CN:61-1281/TN]

卷:
29
期数:
2018年4
页码:
91-95
栏目:
出版日期:
2018-08-25

文章信息/Info

Title:
Orthogonal optimization design of retaining wall with prestressed anchor cable based on FLAC3D
作者:
张向东张维庆
(辽宁工程技术大学土木工程学院,辽宁阜新 123000)
Author(s):
ZHANG XiangdongZHANG Weiqing
(Collage of Civil EngineeringLiaoning Technical University, FuxinLiaoning 123000China
关键词:
正交设计锚固参数面板位移路基沉降量数值模拟
摘要:
针对某预应力锚索路基挡土墙,以静载条件下挡墙面板位移量和路基沉降量作为评价指标,确定适宜的锚索设计因素及水平,采用正交试验设计法优化锚固参数的组合方案,用FLAC3D建立数值模型和分析计算,确定预应力锚索的最优设计参数,并结合现场监测证实了分析方法的可靠性。研究成果对预应力锚索挡墙工程设计具有重要的参考价值。

参考文献/References:

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备注/Memo

备注/Memo:
投稿日期:2017年9月基金项目:辽宁省公路科研项目(201502);投稿日期:2017年9月基金项目:辽宁省公路科研项目(201502);
更新日期/Last Update: 2018-09-14