[an error occurred while processing this directive] 世界地质 2019, 38(4) 1120-1124 DOI:   10.3969/j.issn.1004-5589.2019.04.023  ISSN: 1004-5589 CN: 22-1111/P
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本文关键词相关文章
城市轨道交通
GM(1
1)模型
灰色理论
本文作者相关文章
李树文
朱君
隋俭武
全金谊
刘斌
修金城
PubMed
Article by Li S
Article by Zhu J
Article by Sui J
Article by Quan J
Article by Liu B
Article by Xiu J
GM(1,1)模型在济南轨道交通监测中的应用
李树文, 朱君, 隋俭武, 全金谊, 刘斌, 修金城
济南市勘察测绘研究院 山东省城市空间信息工程技术研究中心, 济南 250013
摘要： 工程安全状况的预分析是变形监测工作的重要组成部分。以济南轨道交通R2线济钢新村站基坑监测为例，基于灰色理论GM（1，1）模型，预测分析了变形趋势。结果表明，模型残差标准差<0.5 mm，误差区间<1.2 mm，多期监测的预测模拟分析结果中，7期监测数据的模型预测稳定性最高。
关键词： 城市轨道交通   GM(1   1)模型   灰色理论  
Application of GM (1, 1) model in Ji'nan rail transit monitoring
LI Shu-wen, ZHU Jun, SUI Jian-wu, QUAN Jin-yi, LIU Bin, XIU Jin-cheng
Shandong Engineering Technology Research Center of Urban Spatial Inf ormation, Ji'nan Institute of Survey and Investigation, Ji'nan 250013, China
Abstract: The pre-analysis of engineering safety is an important part of deformation monitoring. The authors take Jigangxincun station of Ji'nan rail transit R2 as a case study, using the GM(1, 1) model based on grey theo-ry to predict the deformation trend. The results indicate that the standard deviations of model residual are less than 0.5 mm and the ranges of error are less than 1.2 mm. Of all the prediction modelling results in multi-stage monito-ring, the stability of 7-stage monitoring data model is the highest.
Keywords: urban rail transit   GM(1, 1) model   gray theory  
收稿日期 2019-04-22 修回日期 2019-07-12 网络版发布日期  
DOI: 10.3969/j.issn.1004-5589.2019.04.023
基金项目:

国家自然科学基金项目（41772346）

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参考文献：
[1] 金淮, 张建全, 徐祯祥, 等. GB 50911-2013城市轨道交通工程监测技术规范[S]. 北京:中国建筑工业出版社, 2013:45-48. JIN Huai, ZHANG Jian-quan, XU Zhen-xiang, et al. Code for monitoring measurement of urban rail transit en-gineering[S]. Beijing:China Architecture & Building Press, 2013:45-48.
[2] 何君, 杨国东. 灰色预测理论在建筑物沉降中的应用研究[J]. 测绘通报, 2012(3):63-64. HE Jun, YANG Guo-dong. On the application of grey theory in building settlement[J]. Bulletin of Surveying and Mapping, 2012(3):63-64.
[3] 邓聚龙. 灰色预测与决策[M]. 武汉:华中理工大学出版社, 1996:71-96. DENG Ju-long. Grey-forecast and grey-decision[M]. Wuhan:Huazhong University of Science and Technology Press, 1996:71-96.
[4] 刘思峰, 邓聚龙. GM (1, 1)模型的适用范围[J]. 系统工程理论与实践, 2000, 20(5):121-124. LIU Si-feng, DENG Ju-long. The range suitable for GM (1, 1)[J]. Systems Engineering-Theory & Practice, 2000, 20(5):121-124.
[5] 周清, 王奉伟. 灰色预测模型背景值改进方法比较分析[J]. 东华理工大学学报(自然科学版), 2015, 38(2):231-234. ZHOU Qing, WANG Feng-wei. Comparison and analysis of background value optimization for grey prediction model[J]. Journal of East China Institute of Technology (Nat-ural Science), 2015, 38(2):231-234.
[6] 崔先强, 焦文海. 灰色系统模型在卫星钟差预报中的应用[J]. 武汉大学学报(信息科学版), 2005, 30(5):447-450. CUI Xian-qiang, JIAO Wen-hai. Grey system model for the satellite clock error predicting[J]. Geomatics and Information Science of Wuhan University, 2005, 30(5):447-450.
[7] 叶亚林, 付丽丽. 深基坑位移变形监测预测模型分析及应用[J]. 城市勘测, 2012(1):126-130. YE Ya-lin, FU Li-li. The analysis and application of the deep fit deformation displacement monitoring and forecas-ting model[J]. Urban Geotechnical Investigation & Sur-veying, 2012(1):126-130.
[8] 全金谊, 张兴国, 王磊. 高精度测量仪器在基坑监测中的应用:以济南市大明湖路武岳庙历史建筑保护基坑监测项目为例[J]. 城市勘测, 2013(2):150-153. QUAN Jin-yi, ZHANG Xing-guo, WANG Lei. The ap-plication of high-precision instruments in the excavation monitoring:order to Wuyuemiao Daming lake road Ji'nan protection of historic buildings rxcavation monitoring pro-ject for example[J]. Urban Geotechnical Investigation & Surveying, 2013(2):150-153.
[9] 曾瑞, 肖永力, 涂超. 武汉地铁范湖站基坑重点段监控量测探讨与分析[J]. 城市勘测, 2015(5):154-158. ZENG Rui, XIAO Yong-li, TU Chao. Discussion and analysis on monitoring and measurement of key excavation sections of Wuhan metro's Fanhu station[J]. Urban Geotechnical Investigation & Surveying, 2015(5):154-158.
[10] 周永波, 王丽. 建筑基坑常规变形监测技术问题探讨[J]. 城市勘测, 2016(1):141-144. ZHOU Yong-bo, WANG Li. About construction method and realization of the foundation pit deformation monito-ring technology[J]. Urban Geotechnical Investigation & Surveying, 2016(1):141-144.
[11] 傅江华. 盾构隧道近距离下穿武广高铁桥梁变形监测分析[J]. 现代城市轨道交通, 2018(7):34-37. FU Jiang-hua. Deformation monitoring analysis of shield tunneling at vicinity distance under Wuhan-Guangzhou high speed railway bridge[J]. Modern Urban Transit, 2018(7):34-37.
[12] 张海明, 王明常, 林楠, 等. 基于倾角仪与测量机器人的异形桥变形监测研究[J]. 世界地质, 2019, 38(2):513-521. ZHANG Hai-ming, WANG Ming-chang, LIN Nan, et al. Research on deformation monitoring of special-shaped bridge based on inclinometer and measuring robot[J]. Global Geology, 2019, 38(2):513-521.
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