| 1. | Study on loads test of shield tunnel segment reinforced by double linings
盾构隧洞双层衬砌接头荷载试验研究 |
| 2. | Study on factors influential in metro shield tunnel segment joint bending stiffness
地铁盾构隧道管片接头刚度影响因素研究 |
| 3. | Analysis of factors affecting the internal forces and displacement of shield tunnel segment lining
盾构隧道管片衬砌内力及变形的影响因素分析 |
| 4. | A study on the high performance concrete for the precast tunnel segments on beijing metro line no
北京地铁五号线预制盾构管片的高性能混凝土研究 |
| 5. | Segment joint stiffness k ( subscript ) is an important parameter for the design of shield tunnel segment
摘要盾构管片接头弯曲刚度k(下标)是盾构衬砌结构计算中的一个重要参数。 |
| 6. | Because the model has provided the foundation to determine the key parameters of modified routine method and beam-spring method, calculation of shield tunnel segment becomes more rational
该接头刚度模型为梁弹簧模型法和修正惯用法中的关键参数确定提供了基础，管片的内力计算也更加合理。 |
