期刊文献+

润扬长江公路大桥北锚碇基础施工变形的智能预测——工程实录研究 被引量:10

Intelligent prediction on deformations in the construction of anchor block-abutment foundation of an extremely long-span suspension bridge (Runyang Bridge over Yangzi River)—a case history study
下载PDF
导出
摘要 在应用软科学理论于岩土工程问题变形预测与分析的基础上,结合润扬长江公路悬索大桥北锚碇基础所进行的施工变形监控与预测工作实践,在现场系统开展了对该处特深、特大型锚碇基坑变形的人工智能神经网络多步滚动预测研究,保证了工程施工的安全及其环境维护。进而,与常规采用的传统方法相比,论述了本项研究的创意性。本文采用工程实录方式作了扼要表述。 On the basis of soft science theory used in the field of geoengineering projects, a MATLAB system-based integrated ANN multi-step deformation prediction in construction has been developed. The study of a deep excavation work-North anchor-block abutment ( foundation ) of the Runyang suspension Bridge reveals that the results of prediction have a good agreement with the monitoring data during insitu measurement. The prediction work ensures the safety under construction and safeguards the environment nearby excavation work .Thus , the study in this article proves that the method suggested here is feasible for deformation prediction in such excavation construction work . This article gives a brief presentation in the form of a case history study.
出处 《岩土力学》 EI CAS CSCD 北大核心 2003年第S2期1-7,共4页 Rock and Soil Mechanics
关键词 润扬大桥 智能方法 人工神经网络 锚碇基础 基坑工程 施工变形 预测与监控 Runyang Yangzi River Bridge intelligent method artificial neural network (ANN) anchor block-abutment foundation excavation work deformation in construction prediction and control
  • 相关文献

参考文献1

二级参考文献3

共引文献42

同被引文献124

引证文献10

二级引证文献32

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部