ANALYSIS ON EVOLUTION LAWS AND CAUSES OF STRUCTURE PERFORMANCES FOR COASTAL IMMERSED TUNNELS IN SOFT SOIL

XIE Xiongyao; ZHANG Naiyuan; ZHOU Biao; WANG Xiaojia

doi:10.13204/j.gyjzG20102911

Volume 51 Issue 7

Nov. 2021

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2021 > 51(7): 1-5,24

Chen Zongping, Xu Jinjun, Huang Kaiwang, Su Yisheng. TEST STUDY ON BOND PROPERTIES BETWEEN HIGH STRENGTH STEEL BAR AND RECYCLED AGGREGATE CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 16-20. doi: 10.13204/j.gyjz201311004

Citation:

XIE Xiongyao, ZHANG Naiyuan, ZHOU Biao, WANG Xiaojia. ANALYSIS ON EVOLUTION LAWS AND CAUSES OF STRUCTURE PERFORMANCES FOR COASTAL IMMERSED TUNNELS IN SOFT SOIL[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(7): 1-5,24. doi: 10.13204/j.gyjzG20102911

Citation:

PDF( 1782 KB)

ANALYSIS ON EVOLUTION LAWS AND CAUSES OF STRUCTURE PERFORMANCES FOR COASTAL IMMERSED TUNNELS IN SOFT SOIL

doi: 10.13204/j.gyjzG20102911

1. College of Civil Engineering, Tongji University, Shanghai 200092, China;
2. Shanghai Municipal Highway Engineering Testing Co., Ltd., Shanghai 200031, China

Received Date: 2020-10-29
Available Online: 2021-11-11

Abstract

Abstract

In view of the urgent need of dependably technical supports and guidance in safety appraisals and further maintenance decisions for immersed tunnels in operation in China, to explore the long-term evolution laws and causes of structural performances for immersed tunnels, an analysis comparison was conducted on investigated data from Waihuan Tunnel in Shanghai involving long-term subsidence, water pressure in gaskets between segment joints,cracks in segments,quantities of water seepage and bare rebars,and thickness of overlaying soil,the main distribution characteristics of damage, evolution laws of structural properties, and causes of common damage were revealed. The results showed that subsidence was significant uneven along Waihuan Tunnel in Shanghai, in which the subsidence in some sections was not steady yet. Water pressure was measured in gaskets between segment joints of being damaged in waterproof, the seasonal variations of water pressure by temperature reflected the expansion and contraction of segment joints. A main chain of the performance deterioration for Waihuan Tunnel in Shanghai was revealed, that was the poor foundation and heavier loads from overlaying soil caused the uneven subsidence and then led to a series of quality issues that were the deformation of the structure, the evolution of cracks, the water seepage, the exposure and corrosion of rebars in series.
- immersed tunnel,
- performance evolution,
- structural damage,
- uneven subsidence

FullText(HTML)

References(18)

References

[1]	钱七虎. 水下隧道工程实践面临的挑战、对策及思考[J]. 隧道建设, 2014, 34(6):503-507.
[2]	杨新安, 黄宏伟. 隧道病害与防治[M].上海:同济大学出版社, 2003.
[3]	袁勇, 刘涛, 柳献. 运营越江隧道服役现状调查与检测评估[J]. 东南大学学报(自然科学版), 2006, 36(增刊2):83-89.
[4]	GRANTZ W C. Steel-Shell Immersed Tunnels:Forty Years of Experience[J]. Tunnelling and Underground Space Technology, 1997, 12(1):23-31.
[5]	GRANTZ W C. Immersed Tunnel Settlements. Part 1:Nature of Settlements[J]. Tunnelling and Underground Space Technology, 2001, 16(3):195-201.
[6]	GRANTZ W C. Immersed Tunnel Settlements. Part 2:Case Histories[J]. Tunnelling and Underground Space Technology, 2001, 16(3):203-210.
[7]	邵俊江, 李永盛. 沉管隧道沉降问题的探讨[J]. 地质与勘探, 2003, 39(增刊2):178-181.
[8]	魏纲, 裘慧杰, 魏新江. 沉管隧道施工期间与工后长期沉降的数据分析[J]. 岩石力学与工程学报, 2013, 32(增刊2):3413-3420.
[9]	GUO J, JIANG S P, ZHANG Z Y. Fire Thermal Stress and Its Damage to Subsea Immersed Tunnel[J]. Procedia Engineering, 2016, 166:296-306.
[10]	YANG G D, WANG G H, LU W B, et al. Damage Assessment and Mitigation Measures of Underwater Tunnel Subjected to Blast Loads[J]. Tunnelling and Underground Space Technology, 2019, 94:103-131.
[11]	高峰, 关宝树. 列车荷载对长江沉管隧道的影响[J]. 铁道学报, 2001, 23(3):117-120.
[12]	王秀英, 刘维宁. 列车振动作用下沉管地基砂土液化可能性研究[J]. 铁道学报, 2004, 26(1):96-100.
[13]	谢雄耀, 王培, 李永盛, 等. 甬江沉管隧道长期沉降监测数据及有限元分析[J]. 岩土力学, 2014, 35(8):2314-2324.
[14]	谢雄耀, 易成敏, 李伟平, 等. 甬江沉管隧道运营期接头监测数据安全性分析[J]. 岩土工程学报, 2019, 41(12):2338-2344.
[15]	卢颖明, 陈礼伟. 既有隧道病害现象分类及原因分析[J]. 铁道建筑, 2010(11):46-49.
[16]	胡盛斌, 张征亮. 既有沉管隧道病害综合检测与评估[J]. 低温建筑技术, 2013, 35(8):114-117.
[17]	徐干成, 李永盛, 孙钧, 等. 沉管隧道的基础处理、基槽淤积和基础沉降问题[J]. 世界隧道, 1995(3):2-18.
[18]	潘永仁, 彭俊, SAITO N. 上海外环沉管隧道管段基础压砂法施工技术[J]. 现代隧道技术, 2004, 41(1):41-45.

Relative Articles

[1]	XIE Weidong, NIE Jun, ZHANG Ji, ZHANG Guangjie, WANG Lei. Experimental Research on Parallel Cylinder Reticulated Shell Closed Cargo Sheds Under Wind Load[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(11): 196-202. doi: 10.3724/j.gyjzG23021314
[2]	LIN Songwei, OU Tong, LUO Jiexin, HE Hui, LIU Yanhui. Vibration Reduction Analysis of Landscape Towers with Variable Damping TMDs Based on Wind Tunnel Tests[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(2): 138-143,121. doi: 10.13204/j.gyjzG21073103
[3]	XIA Shunjun, ZHAO Jun, MA Long, ZHANG Renqiang, DAI Ruzhang, LI Ximin. Wind Tunnel Test Study on Crane Structure with Double-Flat-Arm Derrick for Long-Span Transmission Towers[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(4): 1-7,74. doi: 10.13204/j.gyjzG21100918
[4]	ZHANG Tao, GU Ziqi, CHEN Fubin. Study on Non-Gaussian Characteristics and Peak Factors of Fluctuating Wind Pressure on a Special-Shaped Curved Roof Structure[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(4): 94-101. doi: 10.13204/j.gyjzG22052611
[5]	ZHONG Weijun, XU Haiwei, YAO Jianfeng, LOU Wenjuan, GUO Gaopeng. Wind Tunnel Study on Precise Drag Coefficients of UHVDC Transmission Towers[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(8): 9-15. doi: 10.13204/j.gyjzG20101801
[6]	HUANG Peng, LIN Huatan, GU Ming. THE WIND TUNNEL TEST OF THE AEROELASTIC MODEL OF A STADIUM[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(12): 64-68. doi: 10.13204/j.gyjzG201906280004
[7]	LIU Shi, YANG Yi, HUANG Zheng, GAO Qingshui, ZHANG Chu, LI Zhengliang, WANG Zhisong. STUDY ON COLLAPSE STATES OF TRANSMISSION TOWERS BY WIND-TUNNEL TESTS OF TOWER-LINE SYSTEMS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(10): 145-151. doi: 10.13204/j.gyjzGYJZ201907150004
[8]	HAN Miao, LI Shuangchi, DU Hongkai, LI Wanjun, HAN Rong. ANALYSIS ON WIND VIBRATION RESPONSE AND DAMPING VIBRATION REDUCTION OF LONG-SPAN GRID STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(5): 114-120. doi: 10.13204/j.gyjz202005019
[9]	Tian Chenghao, Yu Yang, Dong Cheng, Liu Ming. PRESTRESS RECONSTRUCTION DESIGN FOR ANTI-RAIN AND SNOW OF THE EXISTING MULTI-SPAN CABLE TRUSS WAVE CANOPY[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(5): 162-165. doi: 10.13204/j.gyjz201505034
[10]	Li Jianfen, Wu Dongfeng, Wang Yan. STRUCTURAL DESIGN OF A LONG-SPAN AND ARCHED STEEL CANOPY WITHOUT COLUMN ON PLATFORM IN TAIZHOU RAILWAY STATION[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(11): 168-171. doi: 10.13204/j.gyjz2001411033
[11]	Pan Yi, Li Lingjiao, Ma Cunming, Luo Nan. WIND TUNNEL TEST ON THE TERMINAL OF DAOCHENG YADING AIRPORT IN SICHUAN[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(09): 139-144.
[12]	Lin Yongjun, Song Changjiang, Luo Nan, Li Mingshui, Gao Xiujian. STUDY ON WIND TUNNEL TEST OF LARGE-SPAN SINGLE-LAYER RETICULATED SHELL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(7): 130-134. doi: 10.13204/j.gyjz201307029
[13]	Li Yijia, Wang Xiaodun, Yu Jianxing. WIND TUNNEL TEST ON AERODYNAMIC UNSTABLE VIBRATION OF INVERTED Y TOWERS OF NEW HYBRID STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 106-110. doi: 10.13204/j.gyjz201211023
[14]	Sun Binyan, Zhang Xuwei, Chen Jiaguang. VIBRATION MODES COUPLING EFFECT IN THE WIND-INDUCED RESPONSE OF A LONG SPAN ROOF[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(8): 139-143. doi: 10.13204/j.gyjz201208027
[15]	Chen Hongqiu, Zhou Guixiang, Zhou Yin, Liang Jun. AERO-INTERFERENCE OF SURROUNDING HIGH RISE BUILDINGS ON LARGE-SPAN CURVED ROOF[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(6): 55-59. doi: 10.13204/j.gyjz201206013
[16]	Zhang Mingliang, Li Qiusheng. EXPERIMENTAL INVESTIGATION ON WIND LOAD CHARACTERISTICS OF ROOF STRUCTURE FOR JILIN RAILWAY STATION[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(4): 123-130,30. doi: 10.13204/j.gyjz201204026
[17]	Qi Yueqin, Liu Lingling. STUDY ON WIND TUNNEL TEST OF WIND LOADS OF DRY COAL SHEDS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(7): 120-124. doi: 10.13204/j.gyjz201107026
[18]	Zhao Gengqi, Bai Guoliang, Li Xiaowen. WIND TUNNEL TEST FOR GUST FACTOR OF WIND-BREAK WALL OF THREE-SPAN AIR-COOLED CONDENSER STRUCTURE SYSTEM[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(3): 39-42. doi: 10.13204/j.gyjz200903013
[19]	Wang Heng, Sun Bingnan, Lou Wenjuan, Shen Guohui, . CALCULATION OF WIND-INDUCED VIBRATION FACTOR OF ROOF FOR TAIZHOU STADIUM[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(4): 82-84,94. doi: 10.13204/j.gyjz200504024
[20]	Jia Bin, Wang Ruheng, Wang Qinhua. WIND TUNNEL TEST OF WIND LOAD CHARACTERISTICS OF A MEGASTRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(8): 28-30. doi: 10.13204/j.gyjz200408009

Supplements(0)

Cited By

Cited by

Periodical cited type(7)

1.	张小敏，裴城，程小慷，杨雄伟，马存明. 山体高度对机场航站楼屋盖风压分布的影响. 科学技术与工程. 2025(03): 1165-1173 .
2.	李伟，庄新龙，孙宇，赵玉岐，许方辉，孙鑫晖，张营营. 下击暴流作用下济宁北站屋盖风压特性. 工业建筑. 2024(07): 120-127 . 本站查看
3.	但玥，高丽敏，余华蔚，李瑞宇，罗秋生，郝玉扬. 考虑偏峰统计特征的压气机叶栅前缘半径加工误差不确定性量化. 航空学报. 2024(19): 89-99 .
4.	李延民，黄瑞，赵树森，王景玉. 基于流固耦合的骨架膜结构优化. 沈阳工业大学学报. 2023(01): 113-120 .
5.	张涛，谷子颀，陈伏彬. 异形曲面屋盖结构脉动风压的非高斯特性及峰值因子的研究. 工业建筑. 2023(04): 94-101 . 本站查看
6.	张成，李明业，潘立志，李元. 基于独立分量相异性分析的动态过程监控研究. 应用科技. 2023(05): 17-24 .
7.	李锦华，邓羊晨，黄永虎，李春祥. 非高斯脉动风压的现场实测教学与实践. 实验室研究与探索. 2023(09): 220-223 .