1) consolidation behavior
固结性状
1.
One-dimensional consolidation behavior of soft soil under non-monotonic compression;
软土地基一维非单调压缩固结性状分析
2.
The consolidation behavior of sand-wall ground is the key in the design of the preloading method.
砂墙地基的固结性状是砂井预压法设计分析中的重要内容。
3) roadbed consolidation behavior
路基固结性状
1.
The analysis of an illustrative example of soft clay roadbed consolidation behavior under embankment-fill step-loading was done by the method.
针对传统方法存在保守荷载假设的局限性,考虑路基固结过程中实际体力的非保守特点,提出了路基平面应变固结性状分析的非保守大变形有限元法;并利用该方法对填土分级堆载作用下软土路基固结性状进行了算例分析。
4) consolidated behavior
固结状态
1.
It is suggested that a judgment extent be used for judging the consolidated behavior of natural soft-clay, and a judgment extent =0.
结合实例介绍了判断软土天然固结状态的一些方法在应用中存在的问题,建议用一个判断域来判断软土的固结状态,并尝试着给出了正常固结软土的判断域。
5) semi-solid state
半固结状态
6) consolidation characteristic
固结特性
1.
According to the experimental information, the plane strain FEM based on the Biot consolidation theory, which based on the linear-elastic model, has been used to research the consolidation characteristic for the three kinds of strengthening methods.
根据试验段资料，借助比奥固结有限元基于线弹性模型，对三种预压方法的固结特性进行了研究；并将基于邓肯—张非线性弹性模型的数值解与实测值进行了比较。
2.
In order to search after its applying to expressway roadbed improvement, this paper studied consolidation characteristic and distortion law hi soft soil under positive and negative action, introducing parse explain and numerical calculation theory.
为探索适用于高速公路的真空堆载联合预压法的应用效果，本文详细研究了正负压共同作用下土体的固结特性和变形机理，介绍了有关真空预压的解析解及有限元数值计算理论。
补充资料：固结
1.牢固团结。 2.凝结;郁结。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条