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相关作者：邱洪兴孙建布占宇更多>>
相关机构：东南大学苏州设计研究院股份有限公司宁波大学中冶京诚工程技术有限公司更多>>
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相关基金：国家自然科学基金国家重点基础研究发展计划重庆市自然科学基金更多>>
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Experimental study on out-of-plane seismic performance of precast composite sidewalls of utility tunnel with grouting-sleeve joints
《Underground Space》2024年第3期1-17,共17页Zilan Zhong Guangfan Li Jinqiang Li Jiaxu Shen Mi Zhao Xiuli Du 
supported by the National Natural Science Foundation of China(Grant Nos.51978020,52378470,and 52220105011).
The precast composite reinforced concrete wall with the advantages of fewer joints,superior impermeability and rapid construction provides an efficient and environmental friendly alternative in the construction of und...
关键词：Precast concrete composite walls Cyclic response Seismic performance Grouting sleeve Failure mechanism 
Deformation behavior and acting earth pressure of three-hinge precast arch culvert in construction process
《Underground Space》2019年第3期251-260,共10页Yasuo Sawamura Hiroyuki Ishihara Yoshinori Otani Kiyoshi Kishida Makoto Kimura 
supported by the National Institute for Land and Infrastructure Management,MLIT,Japan(grant for the research and development of technologies for improving the quality of road policies,no.24-4,2012-2015).
The three-hinge precast arch culvert consists of two segmental precast units and three hinge points.It harnesses the passive resistance of an embankment by permitting deflection,resulting in a mechanically stable stru...
关键词：Precast arch culvert Construction process Coefficient of earth pressure Inside width 
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