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RISS 인기검색어
- 검색키워드
- 저자 : Feicong Zhou (검색결과 3 건)
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Key Parameters Design Method of AGF Method for Metro Connecting Passage in Water-Rich Coastal Area
Feicong Zhou,Ping Zhou,Jinyi Li,Tiancheng Ge,Jiayong Lin,Zhijie Wang 대한토목학회 2022 KSCE JOURNAL OF CIVIL ENGINEERING Vol.26 No.12
Artificial Ground Freezing Method (AGF) is an efficient, environmentally friendly reinforcement method for the construction of metro connecting passage in water-rich and weak stratum. The core of AGF is the design of frozen wall thickness and freezing temperature. In order to obtain the quantitative relationship between the freezing temperature and the frozen wall thickness, this study firstly equates the frozen wall to a rectangular frame mechanical model based on the stress state of the frozen wall formed by AGF. And then the calculation method of frozen wall thickness based on strength conditions is obtained by theoretical estimation. Furthermore, based on the relationship between the strength of the frozen soil and the freezing temperature obtained from the experiment, the freezing temperature and the frozen wall thickness are related to propose a frozen wall thickness design method considering the freezing temperature. In addition, experimental studies revealed that the compressive strength and shear strength of frozen soil increase linearly as the freezing temperature decreases. Secondly, the lower the freezing temperature, the smaller the frozen wall thickness required. Notably, the relationship between the frozen wall thickness and freezing temperature formed by the AGF method can be obtained through the design method proposed in this paper. Taking actual case as an example, when the frozen wall thickness is selected from 1.2 to 2.2 m, the required freezing temperature range is (-5) to (-25)oC. Finally, the feasibility of the designed freezing parameters in the connecting passage construction is verified through numerical simulation and field measurement, which shows that the design method has a promotion prospect.
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Feicong Zhou,Wenhao Fan,Ping Zhou,Mao Chen,Shougen Chen,Zhijie Wang,Yifan Jiang 대한토목학회 2023 KSCE Journal of Civil Engineering Vol.27 No.3
This study establishes a 3-D simulation model based on a real project, which reveals the problem that the metro structure deformation induced by unilateral excavation without any support exceeds the safety threshold. According to the metro structure deformation warning area, this study proposes a support technology that combines cover plate braces and diagonal steel braces. The research shows that the lateral deformation reduction ratio of the metro station under the diagonal steel brace is about 10% − 20%. The deformation reduction ratio under the cover plate brace is about 35% − 40%. To ensure construction safety, this study adopts the optimal support combination of 3 cover plates and 6+9+11 steel pipes. Monitoring feedback and simulation prediction shows that the comprehensive support system can reduce structural deformation by 56.1%, and effectively control the deformation within a safe range.
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Ping Zhou,Feicong Zhou,Jiayong Lin,Jinyi Li,Yifan Jiang,Bao Yang,Zhijie Wang 대한토목학회 2021 KSCE JOURNAL OF CIVIL ENGINEERING Vol.25 No.12
The Xigeda Formation has the characteristics of poor cementation, variable structure, and softening in water. It is prone to lead to failure of the initial support structures, arch collapse, and even roof fall. The key to the problem lies in the exploration of the interaction between surrounding rock and support. Therefore, based on the constraint loss theory of the tunnel face space effect, this paper constructively introduces multiple dependent variables, including the intermediate principal stress, the dilatancy of the surrounding rock, the timeliness of the shotcrete support stiffness, and the water content of the Xigeda formation, to decouple the whole process of the interaction between the surrounding rock and support, and discusses the influence of each variable. The research results show that: i) there is a critical support point in the tunnel under the influence of the unified strength theoretical parameter b and water content, and when the unified strength theoretical parameter b is constant, the critical distance of the support will decrease with the increase of the water content; ii) from the perspective of deformation control, the stress of support structure will increase with the increase of dilatancy angle of Xigeda surrounding rock; iii) considering the hardening characteristics of shotcrete, the initial support stiffness of Xigeda tunnel increases nonlinearly, and the whole process of stress and deformation can be divided into four stages; iv) the combined support structure of section steel and grille has little difference in the deformation control effect of the surrounding rock and the stress of the support structure, but the combined support structure of the grille steel frame is more sensitive to the hardening parameters.
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