| 1. | Application of semi - analytical solution into consolidation of layered soft clay
半解析法在成层软粘土地基固结问题中的应用 |
| 2. | 3d finite element modeling of consolidation for sand drained foundations and its application
砂井地基固结的三维有限元模型及应用 |
| 3. | Analytical solutions for consolidation of composite ground with granular columns under time - dependent loading
变化荷载下散体材料桩复合地基固结解析解 |
| 4. | On the basis of layered method , a method to calculate the consolidation settlement of vacuum preloading was deduced
在分层总和法思想基础上，提出了真空预压加固地基固结沉降计算方法。 |
| 5. | However , the relevant study was rarely reported . in this dissertation , the consolidation and deformation problem of composite foundation was studied both by analytical method and by fem
本文从解析计算和有限元分析两方面着手对复合地基固结与变形问题展开了较全面、深入的研究。 |
| 6. | Fundamental equations of seepage and consolidation analysis of vacuum preloading were generalized . basic process of vacuum preloading analysis using fea method was introduced
总结了真空预压加固地基渗流计算和固结计算的基本方程，介绍了采用有限元方法进行真空预压加固地基固结计算的基本过程。 |
| 7. | This method is advantaged by no need to distinguish column and soil and thus raises greatly the efficiency of fem analysis , especially in consolidation analysis of composite foundation with columns group . 5
该法无需将桩单元和土单元分别进行网格剖分，从而能极大地减少有限元分析的工作量，特别是对于群桩复合地基固结分析，其优势更为突出。 |
| 8. | On this basis , the applications of fem computer code pdss in consolidation and settlement analyses are illustrated by comparing the fem results with the analytical ones for one or two dimensional consolidation problems
在此基础上，着重介绍了有限元程序pdss在复合地基固结分析和沉降计算中的应用。通过对一维固结问题和平面固结问题的pdss解和解析解的分析比较，验证了pdss程序的正确性。 |
| 9. | The reliability of consolidation of double - layered soil is analyzed by monte - carlo method . a probability design coefficient is defined , and the relation between the coefficient and failure probability is given , then the process for probability design of double - layered soil consolidation is provided
定义了一个概率设计系数，在竖向固结系数服从不同概率分布的情况下，给出了其与失效概率的关系式，并给出双层地基固结的概率设计的步骤 |
| 10. | Based on biot ' s theory , the basic equations and solution conditions were established for the consolidation problem of the composite foundation with single column considering soil - column interactions when load was applied on the top of column only or applied on the top of both column and soil , and the solution for deformations of soil and column were obtained in the forms of laplace and hankel transformation
基于biot理论，分别对在桩顶受外荷载作用和桩土共同受外荷载作用的情况下考虑桩土相互作用的单桩复合地基固结问题建立了基本方程和求解条件，并在laplace变换域和hankel变换域内得到了土体和桩体的变形解答。 |
