In recent years, various test methods, including field tests, indoor model tests, numerical simulations, and theoretical analysis derivation have been used to predict and evaluate the stability of urban underground engineering. Generally speaking, the stability of urban underground space engineering is affected by the engineering characteristics of the surrounding soil, with its deformation seriously affected by the parameters of the soil. In addition, the stability of urban underground space engineering is related to the structural safety of neighboring buildings. The safety and stability of urban underground space engineering, such as deep foundation pit engineering, pile foundation engineering, and tunnel engineering, are necessary conditions for the normal use of structures. The development and utilization of urban underground space will effectively alleviate the aforementioned urban problems.
Urban commercial and residential land capacity is becoming increasingly tight, and traffic congestion is becoming an increasingly serious problem. In the process of urbanization, limited urban space will slow down the pace of construction and restrict the speed of economic development.
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