Home | About Journal  | Editorial Board  | Instruction | Subscription | Advertisement | Message Board  | Contact Us | 中文
MODERN TUNNELLING TECHNOLOGY 2023, Vol. 60 Issue (1) :66-75    DOI:
Current Issue | Next Issue | Archive | Adv Search << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
Design and Development of the Shield Construction Assistant Decision-making System Based on the Knowledge Graph
(1. SILC Business School, Shanghai University, Shanghai 201800; 2. SHU-SUCG Research Center of Building Industrialization,Shanghai University, Shanghai 200072; 3. Shanghai Tunnel Engineering Co., Ltd., Shanghai 200232)
Download: PDF (3300KB)   HTML (1KB)   Export: BibTeX or EndNote (RIS)      Supporting Info
Abstract The literatures and case reports of shield construction are utilized to design a shield construction assistant decision-making system based on the knowledge graph for the purpose of guiding engineering and technical personnel to make shield construction decisions. On the basis that a standard lexicon of shield construction is created, the knowledge graph ontology architecture of shield construction is proposed. The Chinese word segmentation model method combining BiLSTM and rules is employed to semi-automatically extract engineering case knowledge derived from papers and special reports and construct the extensible shield construction knowledge graphs. On this basis, a recommended algorithm for shield construction decision making is designed and developed according to the subgraph similarity characteristics of knowledge graph node weights to offer solutions and reference schemes for actual problems encountered during shield tunnel construction and ensure successful construction.
Service
Email this article
Add to my bookshelf
Add to citation manager
Email Alert
RSS
Articles by authors
HU Min1
2 HU Xingchen1
2 SONG Yun3 QIANG Pei3
KeywordsShield construction   Recommendation   Knowledge graph   Assistant decision making   Ontology     
Abstract: The literatures and case reports of shield construction are utilized to design a shield construction assistant decision-making system based on the knowledge graph for the purpose of guiding engineering and technical personnel to make shield construction decisions. On the basis that a standard lexicon of shield construction is created, the knowledge graph ontology architecture of shield construction is proposed. The Chinese word segmentation model method combining BiLSTM and rules is employed to semi-automatically extract engineering case knowledge derived from papers and special reports and construct the extensible shield construction knowledge graphs. On this basis, a recommended algorithm for shield construction decision making is designed and developed according to the subgraph similarity characteristics of knowledge graph node weights to offer solutions and reference schemes for actual problems encountered during shield tunnel construction and ensure successful construction.
KeywordsShield construction,   Recommendation,   Knowledge graph,   Assistant decision making,   Ontology     
Cite this article:   
HU Min1, 2 HU Xingchen1, 2 SONG Yun3 QIANG Pei3 .Design and Development of the Shield Construction Assistant Decision-making System Based on the Knowledge Graph[J]  MODERN TUNNELLING TECHNOLOGY, 2023,V60(1): 66-75
URL:  
http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2023/V60/I1/66
 
No references of article
[1] WANG Yesheng1,2 WU Yong1,2 ZHAO Liangyun3 LI Wei3 JIANG Yijie4 ZHAO Huan4 DING Zhi5,6.Research & Development and Application Analysis of Risk Ranking Management and Control Platform for Shield Construction of Urban Underground Works[J]. MODERN TUNNELLING TECHNOLOGY, 2023,60(1): 76-89
[2] ZHANG Hongfei1 WANG Xiaolong2 XUE Yadong3 ZHU Jingjing2.Service Status Evaluation for Shield Tunnels Based on Knowledge Graph[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(4): 58-68
[3] HUANG Hui TANG Yongmao CAO Saisai.[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(4): 234-239
[4] GAO Pengpeng1 XU Fang1 SONG Putao2 WANG Ningning3 ZHANG Wei4.Influence of High-performance Synchronous Grouting Material on Shield Construction Parameters in Water-rich Sand Layer[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(6): 244-250
[5] ZHANG Longguan1 LIU Suimei1 LI Kaifu1 XU Jin2,3,4 WANG Shengnan3,5 LI Qiang3.Prediction of Shield Construction Risks in Subway Tunnelling Based on Fault Tree and Bayesian Network[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(5): 21-29
[6] HUANG Hongying GUAN Huisheng ZHAO Kang LIU Cheng.Research on Pedigree-based Design and Query Recommendation System of Cutters of Full-Face Tunnel Boring Machines[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(5): 213-220
[7] WEI Gang1,2 ZHAO Deqianlin1 HUANG Rui1.A Review of Model Test Studies on the Impact of Shield Construction on Adjacent Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(5): 1-8
[8] ZHANG Xun1 HE Xiongfei2,3.Study on the Effect of Foam Agent on the Main Tunnelling Parameters of Earth Pressure Balanced Shields[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(3): 176-181
[9] SHEN Xiang1 YUAN Dajun2 WU Jun3 FU Yanbin1.Analysis and Prediction of Driving Parameters of Shield Tunnelling in Complex Strata[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(5): 160-166
[10] YUAN Dongfeng1, 2 LI Fangzheng1, 2 ZHOU Yuliang1, 2 YUAN Hui1, 2 GAQ Xiaogeng1, 2 LIU Shujie1, 2.Horizontal Directional Drilling and Grouting Technique for the Shield Tunnel Passing beside Buildings in Water-rich Sand Stratum[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 154-159
[11] WANG Zhenyong1 DONG Zhenyong2 JIANG Yusheng1 DONG Linwei1 XIONG Yunchao1 YANG Jianan1.Formation Mechanism and Treatment Measures of Special Mud Cake for Shield Tunnelling in Sandy Cobble Strata[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 175-181
[12] JI Chang1 WANG Li2.On Deformation Control for the Shield Passing through Old Embankment to Be Rebuilt in Soft Soil Area[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(3): 108-117
[13] HOU Ceyuan CHEN Tian XUE Hongping.Pre-reinforcement Technology of Shield Tunnelling in Compound Stratum with Sand and Gravel[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(3): 172-176
[14] ZHANG Jinxun1 JIANG Hua2 JIANG Yusheng2 GE Zhenyi2.Measurement Technology for Strata Displacement at Different Depths Induced by Shield-Driven Tunnelling[J]. MODERN TUNNELLING TECHNOLOGY, 2017,54(4): 123-130
[15] .Characteristics of Ground Deformation Induced by Large-Diameter Slurry Shield Construction[J]. MODERN TUNNELLING TECHNOLOGY, 2017,54(3): 120-125
Copyright 2010 by MODERN TUNNELLING TECHNOLOGY