• 学报（中文） •

水位波动条件下盾构极限支护压力半解析研究

1. 1. 浙江大学 滨海和城市岩土工程研究中心， 软弱土与环境土工教育部重点实验室，杭州 310058； 2. 浙江省建筑设计研究院， 杭州 310008
• 收稿日期:2017-10-24
• 通讯作者: 应宏伟(1971-)，男，江西省萍乡市人，博士，副教授，硕士生导师，主要从事土力学、地下工程等方面的教学和科研. E-mail：ice898@zju.edu.cn.
• 作者简介:应宏伟(1971-)，男，江西省萍乡市人，博士，副教授，硕士生导师，主要从事土力学、地下工程等方面的教学和科研. E-mail：ice898@zju.edu.cn.
• 基金资助:
国家自然科学基金重点项目（51338009），国家自然科学基金项目（51678523）

Semi-Analytical Solution of Limit Support Pressure on Shield Tunnel Face Subjected to Water Level Fluctuation

YING Hongwei,SHEN Huawei,ZHANG Jinhong,ZHU Chengwei

1. 1. Research Center of Coastal and Urban Geotechnical Engineering, MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Zhejiang University, Hangzhou 310058, China; 2. Zhejiang Province Institute of Architectural Design and Research, Hangzhou 310008, China
• Received:2017-10-24

Abstract: In order to study the influence of tides on shield tunnel excavation, by using the finite element software COMSOL, a three-dimensional numerical model is established to obtain the seepage field in front of the tunnel face. Phase delay and amplitude decay of seepage are found in the ground. The seepage force from the numerical results is applied to the “wedge-prism” limit equilibrium model, in order for the computation and analysis of the limit supporting pressure under the condition of water level fluctuation. Fluctuation of the limit supporting pressure is related to the ratio of the overburden thickness to the diameter of the tunnel, soil properties, boundary water level fluctuation, etc. With the increase of the ratio of the overburden thickness to the diameter of the tunnel and the decrease of the fluctuation period, the phase delay and amplitude decay of the limit supporting force are more notable. The seepage force on the tunnel face varies with time and the maximum value is smaller than that calculated in static water condition with the highest tidal level. The supporting force and tidal level reach the maximum value at different time.