Experimental Study on the Carrying Capacity of Lining Structure of Hydraulic Tunnel

被引：0

作者：

Shen, Wei ^{[1
]}

Xu, Shilang ^{[1
]}

机构：

[1] Dalian Univ Technol, Sch Civil & Hydraul Engn, Dalian 116023, Liaoning, Peoples R China

来源：

NATURAL RESOURCES AND SUSTAINABLE DEVELOPMENT, PTS 1-3 | 2012年 / 361-363卷

关键词：

Hydraulic tunnel; Lining structure; Surrounding rock; Load-bearing ratio;

D O I：

10.4028/www.scientific.net/AMR.361-363.1593

中图分类号：

TE [石油、天然气工业]; TK [能源与动力工程];

学科分类号：

0807 ; 0820 ;

摘要：

In this paper, a large-scale indoor model test with water pressure is conducted in order to investigate the stress and deformation properties of reinforced concrete lining structures with circular cross-sections. Under internal water pressure, the water pressure carried by lining structure is about 20%similar to 40% of total water pressure before cracking and less than 30% after cracking. Under external water pressure, without drainage of outer side of lining, the water pressure carried by lining structure is only less than 40% of total water pressure.

引用

页码：1593 / 1597

页数：5

共 50 条

[1] Experimental Study on Deformation Properties of Lining Structure of Hydraulic Tunnel
Xu, Shilang
Shen, Wei
[J]. VIBRATION, STRUCTURAL ENGINEERING AND MEASUREMENT I, PTS 1-3, 2012, 105-107 : 1320 - 1325
[2] An experimental study on the nonuniform tunnel lining
Yingyongrattanakul, N
Adachi, T
Tateyama, K
Kurahashi, M
[J]. MODERN TUNNELING SCIENCE AND TECHNOLOGY, VOLS I AND II, 2001, : 199 - 204
[3] Experimental study on influence of blasting construction on secondary lining structure of tunnel
Chen, Qiunan
He, Yongchao
Zou, Gen
Li, Junjie
Zhou, Xiangshi
Zhou, Guangyu
[J]. Journal of Railway Science and Engineering, 2020, 17 (03): : 676 - 681
[4] Bearing capacity analysis of hydraulic tunnel lining based on the Interface improved algorithm
Zuo S.
Fu L.
Chen S.
Wu D.
[J]. Huazhong Keji Daxue Xuebao (Ziran Kexue Ban)/Journal of Huazhong University of Science and Technology (Natural Science Edition), 2022, 50 (01): : 99 - 104
[5] Analytical Study on Hydraulic Seepage Pressure behind the Tunnel Lining
Wang Cheng
Liu Fusheng
[J]. FLOW IN POROUS MEDIA - FROM PHENOMENA TO ENGINEERING AND BEYOND, 2009, : 821 - 828
[6] Experimental study on reinforcement method with channel steel for corrosion tunnel lining structure
Qiu Z.
Lei M.
[J]. Journal of Railway Science and Engineering, 2023, 20 (06) : 2188 - 2197
[7] Assessment of the impact of railway tunnel lining defects with a long working lifespan on its carrying capacity
Pleshko, Mikhail
Voinov, Ivan
Revyakin, Alexey
[J]. INTERNATIONAL SCIENCE CONFERENCE SPBWOSCE-2016 - SMART CITY, 2017, 106
[8] Comparative study on calculation model of hydraulic tunnel lining structure between beam element and solid element
Zhang Jingjing
Deng Jun
Zhang Kai
Huang Cheng
[J]. PROGRESS IN INDUSTRIAL AND CIVIL ENGINEERING II, PTS 1-4, 2013, 405-408 : 1340 - 1345
[9] Reliability Analysis of Hydraulic Tunnel Lining Structure with Stochastic Finite Elements Method
Liu, Donghai
Zheng, Jiang
Li, Zilong
[J]. ADVANCES IN STRUCTURES, PTS 1-5, 2011, 163-167 : 3267 - 3273
[10] Bearing Capacity Evaluation Method for Segment Lining Structure of Shield Tunnel
Zhang L.
Feng K.
Liang X.
Lian Z.
Liu Y.
Zhang J.
[J]. Tongji Daxue Xuebao/Journal of Tongji University, 2023, 51 (09): : 1334 - 1343

← 1 2 3 4 5 →