欢迎您！东篱公司
退出
-
申报数据库
-
立项数据库
-
成果数据库
-
项目获奖数据库
中文摘要：
针对盾构隧道开挖面稳定的极限支护压力，通过理论计算与现场实测的对比分析，提出了不同地层隧道上覆土压力的计算原则，将条分法的思想引入盾构开挖面的稳定性分析，导出了开挖面稳定的极限状态方程，据此可求得盾构隧道开挖面稳定的极限支护压力。最后，结合具体的工程实践，将前述理论和方法应用于临界滑动面的搜索和极限支护压力的计算。上述研究成果对于指导盾构隧道的设计与施工具有重要的作用。
英文摘要：
According to the limit support pressure at excavation face of shield tunnels, the principles for calculating the covered earth pressure of tunnels in different strata are proposed by comparing the theoretical calculation with the field measurement, and the limit state equation for excavation face stability is deduced by using the slice method to analyze the excavation face stability of shield tunnels. Hereby, the limit support pressure at excavation face of shield tunnel can be solved. Finally, based on the specific engineering practice, the aforementioned theories and methods are used in searching the critical sliding surface and calculating the limit support pressure. The research results are important in guiding the design and construction of shield tunnels.
同期刊论文项目
同项目期刊论文
期刊信息
位置：