| 1. | Research on deformation of foundation - pit engineering 基坑工程变形性状研究 |
| 2. | Deformation property of embankment considering strain degradation 考虑应变软化的道路变形性状有限元分析 |
| 3. | Deformed properties analysis and research on deep foundation pit supported by frozen soil and piles 深基坑冻结排桩支护变形性状分析 |
| 4. | An improved hyperbolic model of load - transfer for the pile - soil interface was developed 摘要桩土界面荷载传递模型对预测桩的承载变形性状有重要影响。 |
| 5. | This paper analyses the performance of stress and deformation of the conduit through the marc programme 本文还运用marc有限元软件对涵洞的受力与变形性状进行了分析计算。 |
| 6. | Then , it presents two methods of the pull - out tests to the different stress - strain characteristics for the geofabric and the geogrid 其次,针对土工布、土工格栅的不同拉伸变形性状提出了两种拉拔试验方法,经试验证明可行。 |
| 7. | The stress - deformation behavior of diaphragm walls of concrete face rockfill dam built on thick alluvium deposit was analyzed using the numerical analysis method 摘要采用数值分析方法对深覆盖层上混凝土面板堆石坝的防渗墙应力变形性状进行了研究。 |
| 8. | Thirdly , the bearing and deformation characteristics of single and group piles are investigated by means of axisymmetric finite element analysis ( fea ) and three - dimensional fea 再次,运用二维轴对称有限元法以及三维有限元法,系统分析了挤扩支盘桩单桩和群桩的承载变形性状。 |
| 9. | Based on a series of experiments , the mechanical properties of rock - salt , including compaction characteristic , compressive strength , and deformation behaviors under cyclic loading were studied 摘要通过试验,研究了察尔汗岩盐用作路基填料的压实特性、抗压强度以及循环荷载下的变形性状。 |
| 10. | A valid method to make the anisotropic deformation behavior of load bearing unit clear is to research principal stress and principal strain relationship , and true triaxial test is a necessary means 弄清受荷单元的主应力主应变关系是认识各向异性变形性状的有效方法,而真三轴试验是必要的手段。 |