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Design Method of Whole-process Deformation Control for Approaching Construction of Urban Deep Space |
HUANG Zhenke1, DONG Jun1, ZHU Yong2, YU Qunding1, XIE Jun1 |
1. Urban Rail and Underground Engineering Design and Research Institute, China Railway Siyuan Survey and Design Group Co. Ltd, Wuhan, Hubei 430063, China; 2. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China |
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Abstract Research purposes: The development and utilization of urban deep (50 m deep) underground space faces the problem of multi-chamber close construction, and the stability and deformation control requirements are more stringent than those of conventional underground space. There is still no systematic design method to guide engineering practice. Therefore, a whole-process deformation control design method for the deep urban near-grounded space is proposed. Research conclusions: (1)Based on the research results of the deformation mechanism of geography, existing chamber and new chamber by close excavation of multiple chambers, the principle of deformation control of proximity construction is proposed, the design process of deformation control of the whole process of close connection of urban deep underground space is established, the control standards of construction deformation (including rock and soil deformation) and structural deformation of chamber are given, and the risk zoning standard of proximity considering the type of close connection, the grade of surrounding rock and the spacing of close connection is proposed.(2)Starting from the aspects of construction method, geotechnical deformation control, deformation control of existing structures, stability and deformation control of new structures, the deformation control design suggestions under typical strata and risk zoning conditions are proposed for typical close connection types.(3)The design method is applied to the typical deep proximity project of Fuxie section of Chongqing Metro Line 18, and the results show that the design scheme given according to this method can effectively control the deformation of the deep proximity project, ensure the stability of the new chamber. The deformation of the existing chamber is within the range specified by the standard, which can be used to guide the design of the close connection deformation of the deep underground space in the city, and has the value of promotion and application.
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Received: 11 October 2023
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