| 1. | Preliminary analysis of the soft soil consolidation state in fuzhou
福州软土固结状态初步分析 |
| 2. | Precise numerical solution of soil consolidation effect and its possible engineering application
土壤的固结效应及精细积分数值求解 |
| 3. | This thesis focused on the warping soil consolidation mechanism under osmotic pressure as to blanket cracks disposal in earth dam
针对土坝粘土铺盖裂缝的淤填处理问题，对淤填粘土在渗压作用下的固结机理进行了研究。 |
| 4. | The pore water pressure difference between silt and pvds ( or sand drains ) increases and the soil consolidation velocity is accelerated during the embankment construction
在路基填筑期间，淤泥地基与竖向排水体之间的孔压差增大，加速土体固结。 |
| 5. | Dynamic consolidation is a very important method to soil consolidation , and is very suitable for saturation sand , rushing soil and some soft soil foundation
强夯法处理地基( dynamiccompaction )是用来处理填土、饱和砂土、冲积土以及大量的软土地基的一种重要地基加固方法。 |
| 6. | But in the present research of pile - soil - raft interaction , due to the complicacy of pile - raft foundation , the factor of soil consolidation is still not considered yet
该课题对复合桩基按强度和变形双重控制的非线性设计理论与应用进行了深入系统的研究，取得了许多可供应用的科研成果。 |
| 7. | At present , soil consolidation analyzed by finite element method in engineering numerical computation , is mostly limited on solution of two - dimension consolidation theory or plane solution of three - dimension consolidation theory
目前，工程数值计算中，对土固结的有限元分析大多停留在二维固结理论解法或三维固结理论的平面解法上。 |
| 8. | The paper also examines the influence of a number of factors which affecting the deflections of foundation pits , such as the wall stiffness , prestressed technology , soil consolidation technology , and get some useable conclusions
通过用有限元法分析典型实例，本文分析了围护墙刚度、支撑预应力大小、被动区土体加固方案等各种影响基坑变形的因素，并得出了一些有益结论。 |
| 9. | However , soil consolidation has important effectiveness to the system of pile - soil - raft interaction , it has significant value in theory and practice to consider the factor of soil consolidation when we study the mechanism of interaction
但是由于复合桩基在软土中应用较多，土体的固结问题就无法回避，考虑土体固结的桩?土?承台非线性共同作用理论和分析方法需要进一步的探索和研究。 |
| 10. | The analysis of non - linear pile - soil - raft interaction considering soil consolidation is attempted at first time in this dissertation , which makes contribution to the realization of the principles of the non - linear interaction and establishes the foundation for the further research
本文首次对考虑土体固结情况下桩?土?承台非线性共同作用的分析进行了有益的尝试，为深化桩土非线性共同作用机理的认识和进一步的研究奠定了基础。 |
