| 1. | Application dynamic consolidation for reinforcement foundation
强夯加固地基的研究与应用 |
| 2. | Engineering practice of using deep - layered agitating pile reinforce foundation
深层搅拌桩加固地基的工程实践 |
| 3. | The application and analysis of vibro - replacement stone column in foundation reinforcement
振冲碎石桩加固地基的应用与分析 |
| 4. | Study on groundwork reinforced by deep mix round pile of runyang large bridge ' s north - line
润扬大桥北接线深层搅拌桩加固地基研究 |
| 5. | Simplified nonlinear analysis of subsoil improved by vacuum combined with surcharge preloading
堆载联合预压加固地基简化非线性分析 |
| 6. | 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。 |
| 7. | In the mechanism analysis of consolidation of foundation soil by heavy tamping method , the dynamic contact stress calculation of hammer bottom and foundation surface is the key technical problem
摘要在强夯法加固地基机理的分析中，夯?底部与地基表面的动接触应力计算是关键技术问题。 |
| 8. | 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。 |
| 9. | Analyses were made of the influence of lamping energy , distance of tamping points and number of passes upon the safety of the existing surrounding structures when a foundation is improved with the dynamic compaction method
摘要分析了强夯法加固地基时，夯击能、夯点距离、夯击数等因素对周围已建建筑物的安全的影响。 |
| 10. | Stress and strain variations during vacuum consolidation were analyzed and the effect of mandel in vacuum preloading was evaluated . some solutions for vacuum preloading consolidation were derived on the basis of previous research findings
在与加载固结比较的基础上进行了真空固结过程的应力、应变分析，对真空预压加固地基的曼德尔效应做了初步评价。 |
