EXPERIMENTAL RESEARCH ON MECHANICAL PROPERTIES OF ASSEMBLED MONOLITHIC CONCRETE UTILITY TUNNELS

FANG Zhi; JIN Yin; GUO Funeng; ZHANG Dingfang; MO Chaoqing; HUANG Shang

doi:10.13204/j.gyjzG20061104

Volume 51 Issue 7

Nov. 2021

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Jiang Haibo, Chen Rongzhuo, Zhao Renda. THE REHABILITATION OF THE THIRD SHIQIAO BRIDGE BY EXTERNAL PRESTRESSING[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 16-19. doi: 10.13204/j.gyjz200908005

Citation:

FANG Zhi, JIN Yin, GUO Funeng, ZHANG Dingfang, MO Chaoqing, HUANG Shang. EXPERIMENTAL RESEARCH ON MECHANICAL PROPERTIES OF ASSEMBLED MONOLITHIC CONCRETE UTILITY TUNNELS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(7): 47-56. doi: 10.13204/j.gyjzG20061104

Jiang Haibo, Chen Rongzhuo, Zhao Renda. THE REHABILITATION OF THE THIRD SHIQIAO BRIDGE BY EXTERNAL PRESTRESSING[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 16-19. doi: 10.13204/j.gyjz200908005

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EXPERIMENTAL RESEARCH ON MECHANICAL PROPERTIES OF ASSEMBLED MONOLITHIC CONCRETE UTILITY TUNNELS

doi: 10.13204/j.gyjzG20061104

1. College of Civil Engineering, Hunan University, Changsha 410082, China;
2. China Southern Airlines Co., Ltd., Guangzhou 510405, China;
3. Hunan University Design and Research Institute Co., Ltd., Changsha 410006, China

Received Date: 2020-06-11
Available Online: 2021-11-11

Abstract

Abstract

The full-scale segmental model test and corresponding analysis were conducted on the assembly monolithic concrete utility tunnel with double compartments to obtain its mechanical performances. The results showed that:1) the failure mode for the larger compartment roof was shear failure after yield of longitudinal rebars, while the shear failure was observed in the smaller compartment roof before the ultimate flexural capacity. The shear bearing capacity of the roof with larger thickness for the tunnel was likely to be the control factor in design; 2) the working performance of the bonding interface could be guaranteed if the anchorage of the web rebars of trusses across the bonding interface was reliable; 3) the overlapping structure between U-shaped rebars reserved in the precast parts of walls and the rebars extending into the cast-in-place layer of the roof could meet load-bearing requirement of connections; 4) the structural design of the existing utility tunnel had sufficient safety reserve and good normal service performances.
- assembly monolithic concrete structure,
- concrete utility tunnel,
- full-scale test,
- bearing capacity,
- bonding interface

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References(14)

References

[1]	白海龙.城市综合管廊发展趋势研究[J]. 中国市政工程, 2015(6):78-81, 95.
[2]	钱七虎, 陈晓强.国内外地下综合管线廊道发展的现状、问题及对策[J]. 地下空间与工程学报, 2007(2):191-194.
[3]	DEBIASI E, GAJO A, ZONTA D. On the Seismic Response of Shallow-Buried Rectangular Structures[J]. Tunnelling & Underground Space Technology Incorporating Trenchless Technology Research, 2013, 38(38):99-113.
[4]	王恒栋, 薛伟辰. 综合管廊工程理论与实践[M].北京:中国建筑工业出版社, 2013.
[5]	UEDA T N, STITMANNAITHUM B. Shear Strength of Precast Prestressed Hollow Slabs with Concrete Topping[J]. ACI Structural Journal, 1991, 88(4):402-410.
[6]	BENAYOUNE A, SAMAD A A A, TRIKHA D N. Structural Behaviour of Eccentrically Loaded Precast Sandwich Panels[J]. Construction & Building Materials, 2006, 20(9):713-724.
[7]	郭福能. 预制装配整体式混凝土综合管廊构件受力性能试验研究[D]. 长沙:湖南大学, 2018.
[8]	田子玄. 装配叠合式混凝土地下综合管廊受力性能试验研究[D]. 哈尔滨:哈尔滨工业大学, 2016.
[9]	胡翔, 薛伟辰. 预制预应力综合管廊受力性能试验研究[J]. 土木工程学报, 2010(5):29-37.
[10]	彭真. 综合管廊节段模型足尺寸试验与有限元模拟[D]. 长沙:湖南大学, 2017.
[11]	颜良. 无腋角综合管廊结构足尺模型静载试验及有限元分析[D]. 长沙:湖南大学, 2018.
[12]	中华人民共和国住房和城乡建设部.装配式混凝土结构技术规程:JGJ 1-2014[S]. 北京:中国建筑工业出版社, 2014.
[13]	中华人民共和国住房和城乡建设部.城市综合管廊工程技术规范:GB 50838-2015[S]. 北京:中国计划出版社, 2012.
[14]	龙驭球, 包世华. 结构力学教程[M].北京:高等教育出版社, 2001.

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