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Research on Prediction of Foundation Pit Deformation and Safety Control Based on Neural Networks |
ZHENG Zhi—bin,LIU Yong,LIU Ji—Yao,ZHAO Zhi—tao |
Beijing Municipal Engineering Institute,Beijing 100037 China |
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Abstract Research purposes: The foundation pit deformation threats the safety of the foundation pit and surrounding buildings and structures.Application of neural networks in prediction of the foundation pit deformation in advance and giving alarm is a new way to control the risk.
Research conclusions: The neural networks can effectively predict the deformation and stability of the deep foundation pit in advance.and the stability based on which a judgement call be made on the stability of the deep excavation.The prediction value is much more closed to the measured value by using time series as an input layer.This shows the time series method can reflect the internal non—linear relation between the deformation of bracing structure of foundation pit and the time.In practice,the transfer of construction processing sequence can induce a sudden change of the measured value of the deformation.However,the big deviation of the predicted value from the mesaured value may result from ineffective training due to the small sample range of neural networks.
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Received: 12 October 2009
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[1] 王锦山.基于神经网络深基坑排桩支护及地表沉降研究 [J].沈阳工业大学学报, 2001(1): 79 -82.
Wang Jinsan. Study on Structure Design and Ground Settlement in Deep Foundation Pit Based on Artificial Neural Networks [J]. Shenyang: Journal of Shenyang University, 2001 (1): 79 -82.
[2] 麻凤海,等.BP神经网络在桩基支护方式中的应用[J]. 中国地震灾害与防治学报, 2002(13): 97 -99.
Ma Fenghai, eta.l Application of BP Neural Network Model in Supporting Pattern of Pile Foundation [J ]. The Chinese Journal of Geological Hazard and Control, 2002(13): 97 -99.
[3] 韦立德,等.基坑支护结构水平变形预测的遗传神经网络 方法[J].工程地质学报, 2003(3): 297 -301.
Wei Lide, eta.l Application of Genetic Neural Network Method to Forecasting Horizontal Deformation of Support Structure at Foundation Pit [J ]. Journal of Engineering Geology, 2003(3): 297 -301.
[4] 周开利,康耀红.神经网络模型及其MATLAB仿真程序 设计[M ].北京:清华大学出版社, 2005.
Zhou Kaili, Kang Yaohong.Neural Networks Model and Program Design by MATLAB Simulate [M ]. Beijing: Tsinghua University Press, 2005.
[5] C.G. Chua , Anthony T. C. G oh . Estimating wall deflections in deep excavations using Bayesian neural networks [ J ]. Tunnelling and Underground Space Technology, 2005(20): 400 -409.
[6] Hashash, Y.M. A.&A. J.W hittle. Ground Movement Prediction for Deep Excavations in soft clay [ J ]. Journal of Geotechnical Engineering,1996,122(6):474 - 486.
[7] 华瑞平,等.神经网络在深基坑支护变形预测中的应用 [J].解放军理工大学学报(自然科学版), 2002(5): 67 - 70.
Hua Ruiping, eta.l Application of Neural Network to Forecasting Deformation of Bracing of Deep Excavation Pit [J ]. Journal of PLA University of Science and Technology, 2002(5): 67 -70.
[8] 吴贤国,等.深基坑支护变形的模糊神经网络预测[J]. 基建优化, 2005(5): 83 -87.
W u Xianguo, eta.l Deformation Predication of Bracing Of Deep Excavation Pit Based on Fuzzy Neural Network [J]. Optmiization of Capital Construction, 2005(5): 83 - 87.
[9] 葛长峰,等.人工神经网络在预测深基坑周边地表沉降 变形中的应用研究[J].防灾减灾工程学报, 2008(4 ): 519 -523.
Ge Changfeng, eta.l A Study on Application of Artificial Neural Network in Prediction of Ground Surface Settlement around Deep Foundation Pit [J ]. Journal of Disaster Prevention and Mitigation Engineering, 2008(4): 519 -523.
[10]郑美田,等.建筑基坑信息化施工和安全监测技术[J]. 工程建设, 2007(5): 41 -46.
Zheng Meitian, eta.l Safety Monitoring Technology and Information - based Construction of Building Foundation Pit [ J ]. Engineering Construction, 2007 (5): 41 -46.
[11]刘招伟,赵运程.城市地下工程施工监测与信息反馈技术 [M ].北京:科学出版社, 2006.
Liu Zhaowei, Zhao Yuncheng. Construction Monitoring and Information Feedback Technique of Urban Underground Works [M ]. Beijing: Science and Technology Press, 2006.
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