Safety assessment of secondary lining on the basis of load structure method and strength reduction method

被引：0

作者：

Liu, Kai ^{[1
]}

Wang, Gang ^{[1
]}

Kong, Chao ^{[1
]}

机构：

[1] Southwest Jiaotong Univ, Sch Civil Engn, Minist Educ, Key Lab Transportat Tunnel Engn, Chengdu 610031, Peoples R China

来源：

ADVANCED CONSTRUCTION TECHNOLOGIES | 2014年 / 919-921卷

关键词：

tunnel; load structure method; strength reduction method; lining structure;

D O I：

10.4028/www.scientific.net/AMR.919-921.907

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

So far, due to the complexity of underground engineering, a mature and proper method used to determine rock pressure is not for sure. For now, method to design lining structure mainly adopts empirical design, assisted by load structure method. The paper assesses the safety of lining structure from two aspects, that is, from load structure method and from strength reduction method. The results indicate that compared with strength reduction method to evaluate safety of the lining structure, load structure method is relatively conservative.

引用

页码：907 / 911

页数：5

共 50 条

[41] Safety assessment method for the crane structure based on the unacertained measuring theory
Yang, Rui-Gang
Lu, Yi
Wang, Lei
Xu, Ge-Ning
International Journal of u- and e- Service, Science and Technology, 2015, 8 (08) : 307 - 314
[42] Stability Analysis of Tunnel Surrounding Rock and Shotcrete Lining and Rock Bolts Based on Strength Reduction Finite Element Method
Li, Ying
Sun, Rongguan
ADVANCES IN CIVIL ENGINEERING, PTS 1-4, 2011, 90-93 : 1936 - +
[43] Risk Assessment Method and Application for Tunnel Lining Demolition Construction
Li, Lei
Zhao, Jinpeng
Fan, Xiaomin
APPLIED SCIENCES-BASEL, 2023, 13 (21):
[44] ON ASSESSMENT METHOD OF BRASS AS THE MATERIAL FOR EXPLOSIVELY FORMED PENETRATOR LINING
Reout, I. I.
Krivchenko, A. L.
VESTNIK SAMARSKOGO GOSUDARSTVENNOGO TEKHNICHESKOGO UNIVERSITETA-SERIYA-FIZIKO-MATEMATICHESKIYE NAUKI, 2011, (04): : 188 - 190
[45] A strength reduction method considering reduction of strength parameters coordinating with deformation parameters
Yuan Wei
Hao Xiao-tian
Li Xiao-chun
Bai Bing
Wang Wei
Chen Xiang-jun
Ji Xiao-lei
ROCK AND SOIL MECHANICS, 2016, 37 (07) : 2096 - 2100
[46] Optimization Method for Installation Timing of Secondary Lining in Mechanized Tunnel Construction Using Drilling and Blasting Method
Chen, Zi-Quan
Sun, Zhen-Yir
Zhou, Zi-Han
Li, Tian-Shcng
Wang, Bo
Xu, Guo-Wen
Jiang, Chang-Wei
Zhongguo Gonglu Xuebao/China Journal of Highway and Transport, 2024, 37 (07): : 70 - 81
[47] Modeling of products sale velocity and products recommended structure on the basis of a data reduction method
Pasichnyk, R
Maslyyak, B
Vitsentiy, V
IDAACS'2001: PROCEEDINGS OF THE INTERNATIONAL WORKSHOP ON INTELLIGENT DATA ACQUISITION AND ADVANCED COMPUTING SYSTEMS: TECHNOLOGY AND APPLICATION, 2001, : 238 - 241
[48] An alternative method for shear strength assessment
Lang, EM
FOREST PRODUCTS JOURNAL, 1997, 47 (11-12) : 81 - 84
[49] Method of fuzzy synthetic evaluation for safety of operating railway tunnel lining
Yang, Y. Q.
He, S. H.
Qi, F. L.
ROCK MECHANICS: ACHIEVEMENTS AND AMBITIONS, 2012, : 551 - 556
[50] Reliability assessment of an open-pit slope using finite element strength reduction method and response surface method
Deng, J.
Peng, Z.
Gu, D. S.
BOUNDARIES OF ROCK MECHANICS: RECENT ADVANCES AND CHALLENGES FOR THE 21ST CENTURY, 2008, : 459 - 462

← 1 2 3 4 5 →