Abstract This paper introduces an innovative theory named TRIZ and its basic principles using one practical application in which the TRIZ theory and innovative computer-aided design platform and patent database were used to create the conceptual tunnel design of a high speed railway tunnel.
Keywords :
Abstract :
This paper introduces an innovative theory named TRIZ and its basic principles using one practical application in which the TRIZ theory and innovative computer-aided design platform and patent database were used to create the conceptual tunnel design of a high speed railway tunnel.
Keywords :
[1]
WANG Bo-1, GUO Xin-Xin-1, HE Chuan-1, WU De-Xing-2. [J]. MODERN TUNNELLING TECHNOLOGY, 2018,55(5): 1-10
[2]
.A Study of the Construction Scheme for Complex Metro Tunnels in Very Thick Self-Weight Collapsible Loess [J]. MODERN TUNNELLING TECHNOLOGY, 2016,53(2): 157-164
[3]
Tuo Yongfei, Guo Xiaohong.General Design and Key Technologies of the Nanjing Weisan Road River-Crossing Tunnel Project [J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(4): 1-6
[4]
Lin Xin1, Shu Heng1, Zhang Yaguo2, Yang Linsong1, Li Jin1, Guo Xiaohong1.Study of the Longitudial Profile Optimization of Large-Diameter Shield Tunnels in Mixed Ground with Very High Water Pressure [J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(4): 7-14
[5]
Yao Zhanhu1, Yang Zhao2, Tian Yi1, Hu Huitao1.Key Construction Technology for the Nanjing Weisan Road River-Crossing Tunnel Project [J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(4): 15-23
[6]
Li Xinyu, Zhang Dingli, Fang Qian, Song Haoran.On Water Burst Patterns in Underwater Tunnels [J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(4): 24-31
[7]
Shu Heng, Wu Shuyuan, Li Jian, Guo Xiaohong.Health Monitoring Design for Extra-Large Diameter Underwater Shield Tunnels [J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(4): 32-40
[8]
Liu Guangfeng1, Chen Fangwei2, Zhou Zhi1, Zhang Shilong3, Liu Mingqiang1.Identification of Investment Risks for River-Crossing Tunnels Based on Grey Fuzzy Multi-Attribute Group Decision Making [J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(4): 41-48
[9]
Yao Zhanhu.Construction Risk Assessment for the Shield-Driven Section of the Nanjing Weisan Road River-Crossing Project [J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(4): 49-54
[10]
Zhang Boyang1, Zhao Xiaopeng1, Zhang Yaguo2, Chen Yu1.Risk Control for Saturated Hyperbaric Intervention in Slurry Shield Tunnelling [J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(4): 55-61
[11]
Li Yufeng1,2, Peng Limin1, Lei Mingfeng1,2.Dynamics Issues Regarding High-Speed Railway Crossing Tunnels [J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(2): 8-15
[12]
Zhang Han1,2, Li Yingming1,3, Ren Fangtao2, Yang Mingdong3.Elasto-Plastic Analysis of the Surrounding Rock of a Tunnel/Roadway Based on the Zienkiewicz-Pande Criterion [J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(2): 30-35
[13]
Zhou Zelin, Chen Shougen, Li Yansong.Study of the Mechanical Characteristics of the Support Structure of a Deeply Buried Diversion Tunnel in Soft Rock [J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(2): 36-43
[14]
Jin Dalong, Li Xinggao.Model Test of the Relationship between the Face Support Pressure and Ground Surface Deformation of a Shield-Driven Tunnel in Sand Stratum [J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(2): 44-51
[15]
Wang Yaqiong1,2, Zhou Shaowen1, Sun Tiejun3, Xie Yongli1.A Diagnosis Method for Lining Structure Conditions of Operated Tunnels Based on Asymmetric Closeness Degree [J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(2): 52-58