| 1. | Crackproof techniques applied to large pile base slab
大体积桩承台混凝土防裂施工技术 |
| 2. | Accident cause of pile base construction determined by combined geophysics
综合物探探查桩基础施工事故原因 |
| 3. | Settlement of accidents in multi - layer karst areas ' bridge pile base construction
多层岩溶地段桥梁桩基础施工中的事故处理 |
| 4. | Stability analysis of slopes with stabilizing piles based on upper - bound method of limit analysis
框架结构安定性分析的基本定理及简化 |
| 5. | Research on performance of laterally loaded large - diameter pipe piles based on finite element analysis
水平承载大直径管桩工作性状的有限元研究 |
| 6. | Study on ultimate bearing capacity of static pressed pile based on excess pore water pressure dissipation
基于超静孔压消散的静压桩极限承载力研究 |
| 7. | Study on prediction method of vertical ultimate bearing capacity of single pile based on support vector machine
基于支持向量机的单桩竖向极限承载力预测 |
| 8. | Study of prediction method of vertical ultimate bearing capacity of single pile based on genetic algorithm and neural network
神经网络的单桩竖向极限承载力预测方法研究 |
| 9. | The final purpose of self - balanced method is to get top q - s curve , and determine ultimate bearing capacity of single pile based on it
自平衡试桩法的最终目的是建立单桩桩顶的q s曲线，并据此判定单桩的极限承载力。 |
| 10. | Apgr , a program developed for analysis of combined action of engineering piles and fender piles based on the analysis method presented in this paper , is used to compute the behavior of a 30 - story building in frankfurt clay
根据文中介绍的计算理论编制的工程桩与围护桩共同作用分析程序( apgr )计算了一幢位于法兰克福粘土上的30层建筑物的情况。 |
