RESEARCH ON MULTI-STEP PREDICTION OF DEEP EXCAVATION DEFORMATION BASED ON RECURRENT NEURAL NETWORK

Liu Yongjian; Li Zhangming; Zhang Jianlong

doi:10.13204/j.gyjz200409007

Volume 34 Issue 9

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2004 > 34(9): 22-25

Liu Yongjian, Li Zhangming, Zhang Jianlong. RESEARCH ON MULTI-STEP PREDICTION OF DEEP EXCAVATION DEFORMATION BASED ON RECURRENT NEURAL NETWORK[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(9): 22-25. doi: 10.13204/j.gyjz200409007

Citation:

Liu Yongjian, Li Zhangming, Zhang Jianlong. RESEARCH ON MULTI-STEP PREDICTION OF DEEP EXCAVATION DEFORMATION BASED ON RECURRENT NEURAL NETWORK[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(9): 22-25. doi: 10.13204/j.gyjz200409007

Citation:

PDF( 0 KB)

RESEARCH ON MULTI-STEP PREDICTION OF DEEP EXCAVATION DEFORMATION BASED ON RECURRENT NEURAL NETWORK

doi: 10.13204/j.gyjz200409007

1.
Geotechnical Engineering Institute,Guangdong University of Technology Guangzhou 510640

Received Date: 2003-12-25
Publish Date: 2004-09-20

Abstract

Abstract

An artificial neural network is introduced in the light of the complexity, nonlinearity of a deep excavation and the importance of multi-step prediction of its deformation.The defect of multi-step prediction by BP network is analyzed and a multi-step prediction model of an excavation deformation based on recurrent neural networks is also proposed.The reliability and practicability of the multi-step prediction of the excavation deformation by the recurrent neural networks are demonstrated through the multi-step prediction of the deformation of deep excavation in soft soil.It can be widely used for the muti-step prediction in other fields.
- deep excavation,
- recurrent neural networks,
- multi-step prediction,
- deformation

FullText(HTML)

References(7)

References

[2] 孙海涛,吴限.深基坑工程变形预报神经网络法的初步研究.岩土力学,1998,19(4 ):63～68

张立明.人工神经网络的模型及其应用.上海:复旦大学出版社,1993

[3] 袁金荣,池毓蔚,刘学增.深基坑墙体位移的神经网络动态预测.同济大学学报,2000, 28(3):282～286

[4] 张玉祥.岩土工程时间序列预报问题初探.岩石力学与工程学报,1998,17(5):552～557

[5] 赵其华,孙均,徐伟.地连墙的神经网络预测研究.成都理工学院学报,2002,29( 5):28～585

[6] 温广瑞,屈梁生.基于递归神经网络的多步预报方法.西安交通大学学报,2002,36 ():722～725

[7] 张治强,冯夏庭,杨成祥,等.非线性位移时间序列分析的遗传-神经网络方法.东北大学学报,1999,20(4):422～425

Relative Articles

[1]	LIANG Erlei, WANG Binghui, ZHENG Gongbo, WU Jing. Numerical Analysis on Deformation and Seepage of Deep Foundation Excavation in Inclined Interbedding Close to Rivers[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(3): 188-196. doi: 10.13204/j.gyjzG22011403
[2]	XU Han, ZHANG Zhen, TIAN Ding. CONTRAST TESTS IN SITU OF CEMENT-SOIL WALLS BY TRD OR SMC IN THE FOUNDATION EXCAVATION OF LARGE PUBLIC BUILDINGS AND THEIR JOINT FACILITIES FOR THE CENTRAL GREEN IN BEIJING[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(8): 148-153. doi: 10.13204/j.gyjzG20080403
[3]	Liu Xiaoli, Peng Jing. INFLUENCE ON EXCAVATION-INDUCED DEFORMATION FOR SUPPORT SYSTEM BY OVERLOAD DEPTH OF ADJACENT BUILDINGS IN SOIL-ROCK MIXED AREA[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(4): 107-112. doi: 10.13204/j.gyjz201504020
[4]	Wu Zhaoyang, Li Zhengnong, Jiang Biao. FIELD MEASUREMENT AND ANALYSIS OF THE RESPONSE OF GROUND SURFACE AND BUILDINGS TO ADJACENT EXCAVATION BY OPEN-CUT METHOD[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(09): 88-96.
[5]	Liu Junwei, Tang Hongxia, Pi Jingkun, Shang Wenchang. CONSTRUCTION MONITORING ANALYSIS OF AN DEEP EXCAVATION OF A SUBWAY STATION[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(08): 121-125.
[6]	Xiong Zongxi, Li Haiming, Zeng Lingqiang, Duan Shidu. DEFORMATION MONITORING OF THE SUPPORTING STRUCTURE OF DEEP EXCAVATION OF JIAMING CENTER HOTEL IN BEIJING[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(06): 154-157. doi: 10.13204/j.gyjz201406034
[7]	Yang Ping. THE ANALYSIS OF THE DESIGN AND CONSTRUCTION SECURITY OF DEEP FOUNDATION IN PURUI TUNNEL OPEN-CUT SEGMENT[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(9): 101-105,119. doi: 10.13204/j.gyjz201309019
[8]	Liu Zhi-ming, Liu Bo, Ma Xiao-ming, Yang Zhi-hui, Xu Jia. STUDY ON THE DESIGN AND CALCULATION-ANALYSIS OF THE EXCAVATION ENVELOPE STRUCTURE OF"THREE WALLS UNIFIED INTO ONE"OF SINGAPORE MARITIME MUSEUM[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(9): 15-19. doi: 10.13204/j.gyjz201209004
[9]	Wu Chaofan, Qiu Zhanlin, Yang Weimin, Li Tiejun. RESEARCH ON THE TENSILE FIELD-TESTING OF THE SOIL NAILING RETAINING WALL IN DEEP EXCAVATION[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(6): 112-116. doi: 10.13204/j.gyjz201206024
[10]	Wang Yue-dong, Tan Zhi-yong, Liu Zhi-ming, Wen Lin-jun, Zhao Xu. THE INFORMATION MONITORING TECHNOLOGY OF THE CONSTRUCTION OF DEEP EXCAVATIONS IN COASTAL AREAS WITH COMPLICATED GEOLOGIC CONDITIONS OF SINGAPORE MARITIME MUSEUM[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(9): 20-25. doi: 10.13204/j.gyjz201209005
[11]	Zhi Bin, Qi Mingjun, Qiu Jisheng. ENCLOSURE DESIGN OF A DEEP EXCAVATION IN XINING[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(9): 125-127. doi: 10.13204/j.gyjz201009031
[12]	Ma Jian. DESIGN OF SUPPORTING SCHEME AND CONSTRUCTION MONITORING FOR SUPER LARGE DEEP EXCAVATIONS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(9): 97-100. doi: 10.13204/j.gyjz201009025
[13]	Wang Lei, Zhou Jian, Jia Mincai, Xiao Zhaoran. ANALYSIS OF EFFECT FACTORS ON BURIED PIPELINE DUE TO EXCAVATION OF TWO ADJACENT FOUNDATIONS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(10): 65-70. doi: 10.13204/j.gyjz20081017
[14]	Liu Bo, Chen Guoqiang, Yang Song, Wang Lisheng, Li Yu. DESIGN AND MONITORING OF A DEEP EXCAVATION WITH TIEBACK SUPPORT SYSTEM BY ADJACENT EXCAVATION. S PILE -ANCHOR SUPPORT SYSTEM[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(9): 119-123. doi: 10.13204/j.gyjz200709028
[15]	Xu Haofeng, Zhu Xiangrong, . APPLICATION OF GREY MODEL MGM(1,n) TO DEFORMATION MONITORING OF DEEP EXCAVATION[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(11): 83-86. doi: 10.13204/j.gyjz200611020
[16]	Wu Xiaojiang, Liu Guobin, Li Zhigao, . RESEARCH ON OPTIMIZATION DESIGN OF DIAPHRAGM WALL FOR METRO STATION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 53-55. doi: 10.13204/j.gyjz200511016
[17]	Liao Ying, Xia Haili. APPLICATION OF AHP METHOD AND FUZZY COMPLEX EVALUATION METHOD TO OPTIMIZING ANALYSIS OF BRACING SYSTEM FOR DEEP EXCAVATION[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(9): 26-29,35. doi: 10.13204/j.gyjz200409008
[18]	Wu Yajun, Luan Maotian, Ren Hanfeng. THEORETICAL ANALYSIS AND APPLICATIONS OF THE INCREMENTAL METHOD FOR DESIGN OF DEEP EXCAVATION SUPPORT[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(9): 1-4. doi: 10.13204/j.gyjz200409001
[19]	Li Yuqi, Xie Kanghe. PREDICTION AND ANALYSIS OF DEFORMATION OF DEEP EXCAVATION[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(9): 19-21,80. doi: 10.13204/j.gyjz200409006
[20]	Xiao Wuquan, Leng Wuming. A GREY TIME-SEQUENTIAL COMBINED MODEL FOR DYNAMIC PREDICTION OF HORIZONTAL DISPLACEMENT ON THE DEEP EXCAVATION WALL TOP[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(9): 15-18. doi: 10.13204/j.gyjz200409005