Home | About Journal  | Editorial Board  | Instruction | Subscription | Advertisement | Message Board  | Contact Us | 中文
MODERN TUNNELLING TECHNOLOGY 2014, Vol. 51 Issue (2) :30-35    DOI:
Article Current Issue | Next Issue | Archive | Adv Search << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
Development and Application of Fully Automated Calculation Software SDC for Tunnel Structures
(1 Sichuan Provincial Transport Department Highway Planning Survey, Design And Research Institute, Sichuan, Chengdu 610041; 2 Sichuan Bada Expressway Limited Liability Company,Sichuan, Chengdu 610041)
Download: PDF (0KB)   HTML (1KB)   Export: BibTeX or EndNote (RIS)      Supporting Info
Abstract The fully automated calculation software SDC for tunnel structures is characterized by convenience, high efficiency and practicability,and is widely used in many fields of tunnel engineering. Based on several engineering calculation cases, this paper demonstrates that the internal force and safety coefficient can be calculated accurately by numerical analysis for tunnel structures with explicit loads, achieving optimization and safety while being economic and rational.
Service
Email this article
Add to my bookshelf
Add to citation manager
Email Alert
RSS
Articles by authors
TIAN Zhi-Yu-1
LIN Guo-Jin-1
DING
YAO 1
ZHENG Jin-Long-1
LIANG Shun-Yun-2
Keywords Tunnel design   Fully automated calculation software   Internal force structure   Safety coefficient     
Abstract: The fully automated calculation software SDC for tunnel structures is characterized by convenience, high efficiency and practicability,and is widely used in many fields of tunnel engineering. Based on several engineering calculation cases, this paper demonstrates that the internal force and safety coefficient can be calculated accurately by numerical analysis for tunnel structures with explicit loads, achieving optimization and safety while being economic and rational.
Keywords Tunnel design,   Fully automated calculation software,   Internal force structure,   Safety coefficient     
published: 2013-10-20
Cite this article:   
TIAN Zhi-Yu-1, LIN Guo-Jin-1, DING etc .Development and Application of Fully Automated Calculation Software SDC for Tunnel Structures[J]  MODERN TUNNELLING TECHNOLOGY, 2014,V51(2): 30-35
URL:  
http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2014/V51/I2/30
 
No references of article
[1] LI Zhanfu1 ZHANG Yu2 WANG Jun1 LV Yanyun2,3 RUI Yi2,3,4.Calculation of Horizontal Convergence Safety Factor for Tunnels in Spatially Variable Soil Based on Deep Learning[J]. MODERN TUNNELLING TECHNOLOGY, 2024,61(5): 88-98
[2] XIAO Mingqing1,2 XU Chen1,2 XIE Biting1,2.Research on the Calculation Method of Tunnel Active Support System Based on the Total Safety Factor Method[J]. MODERN TUNNELLING TECHNOLOGY, 2024,61(2): 43-51
[3] YUAN Hongyun1,2 CHEN Liwei2 LIU Zhiqiang2.Method for Comprehensive Evaluation of Longitudinal Crack Defect of Lining of Single-track Railway Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2023,60(3): 208-216
[4] XIAO Mingqing1,2 XU Chen1,2 ZHENG Qiang1,2 PENG Changsheng1,2.Study on the Support Structure Design of Spatially Small-spaced Four-tube Section of He′ao Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(2): 1-10
[5] WANG Mingnian1,2 YANG Henghong1,2 ZHANG Yiteng1,2 LIU Kerui1,2 YU Li1,2.Research and Application of the Safety Coefficient Method for the Middle Rock Pillar of Parallel Tunnels with Small Clear Distance[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(2): 11-19
[6] WANG Wenjuan GAO Xin.Study on Factors Affecting the Stability of Double-Layer Superimposed Lining#br# in Deep-Buried Tunnels under the Action of High Water Pressure #br#[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(4): 12-20
[7] GAO Xin WANG Wenjuan.Research on Reasonable Combination Forms and Mechanical Deformation Characteristics of Double-layer Superimposed Lining in Deep-buried Tunnels under the Action of Far-field Hydrostatic Pressure[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(2): 93-102
[8] JIANG Wujun1 LI Dejian2, 3 QU Tuoyu3.Upper Bound Analysis of Three-Dimensional Active Stability of a Shallow Tunnel Face Based on the Strength Reduction Method[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(6): 55-62
[9] WU Bo1,2 LAN Yangbin1,2 YANG Shisheng1,2 YANG Jianxin3 PANG Xiaoyu3.Study on Stability of Surrounding Rock Based on Strength Reduction Dynamic Analysis Method[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(3): 56-64
[10] YU Li1,2 WANG Zhuhong1,2 ZHANG Yiteng1,2 JIANG Yongtao1,2 Wang Mingnian1,2.Influence of Earth-Rock Interface Height on Safety of Primary Support Structure of the Shallow-buried Loess Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(2): 104-109
[11] DU Jun1,2 MEI Zhirong2 FU Lilei3 CHEN Yongzhao3.Study on Working Face Stability of the Shallow-buried Tunnel in Soft Surrounding Rocks Based on Strength Reduction Theory[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(1): 51-57
[12] XIE Liguang1 YANG Qun2 SHENG Yong1 TANG Fujun1.Exploration on the Equilibrium Evaluation Model for the Health Status of Road Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(6): 93-98
[13] LI Fengyun.The Influential Factors on Instability of Slope during Excavation of a Metro Station Based on Upper Limit Analysis Method[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(5): 92-97
[14] WANG Dengmao TENG Zhennan TIAN Zhiyu CHEN Zhixue.Reflection on Disease Treatment and Design Issues of Unconventional Rockburst of Bamiao Tunnel on Taoyuan-Bazhong Highway[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 62-68
[15] LIU Hao1 ZHANG Huijian2,3 JIANG Zuoyang 2,3 LI Shuang4.Analysis Model of Multi-layer Lining against Water Pressure and Its Application[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(2): 70-77
Copyright 2010 by MODERN TUNNELLING TECHNOLOGY