| 1. | Discussion on design and structure of pier foundation
墩基础设计及构造探讨 |
| 2. | Pile group effect of main pylon foundation of sutong bridge
苏通大桥主塔墩基础群桩效应研究 |
| 3. | Belled pier foundation
钻孔墩基础 |
| 4. | Analysis of anti - washing construction of fourth main tower pier of great sutong bridge
苏通大桥4号主塔墩基础防冲刷施工难点分析 |
| 5. | Blasting removal for anchorage block foundation behind penstock of tgp power source station
三峡电源电站引水钢管坝后镇墩基础拆除爆破 |
| 6. | Based on the model simulation test of the pile foundation of xiabaishi bridge in fujian province , the effect on the rock limit bearing capacity is analyzed through elastic modulus variation of the bridge pile
摘要依据福建省宁德地区高速公路下白石大桥主桥墩基础模型模拟试验，分析了桥墩弹性模量变化对基岩极限承载力的影响。 |
| 7. | A finite element numerical model for arch dam - gravity pier - foundation system was established to evaluate the effect of high gravity piers on the stress , deformation and anti - sliding stability of sizhai arch dam , taking the following factors into account , such as the possible elastoplastic deformation of foundation rocks and the nonlinear interaction between the interfaces of gravity pier - dam foundation , the joint surfaces beneath the right bank , and the interfaces of arch dam - gravity pier
摘要为评价高重力墩对四寨拱坝的应力变形和抗滑安全的影响，建立了拱坝重力墩地基系统的有限元数值模型，其中考虑重力墩基础、右岸夹层和拱坝重力墩等交界面的非线性相互作用，以及基岩材料的弹塑性变形行为。 |
| 8. | Works are accomplished as follows in this paper : firstly , according to the real condition of the fourth pier , through analysis of several generally - used anti - slipping schemes , new method has been put forward to substitute anchored column pile with the foundation of drilled shafts so as to prevent cofferdam from slipping
为此本文主要做了以下工作：首先根据4 #墩基础的具体条件，通过对现有常用的几种抗滑方案的综合比较分析，提出了以工程本身的钻孔桩基础代替锚固柱桩防止钢围堰滑移的方案。 |
| 9. | The new construction technique applied to the huge steel boxed cofferdam for foundation of pylon pier no . 2 of wuhan tianxingzhou changjiang river rail - cum - road bridge was to fabricate the cofferdam in integrity in workshop , shift it down to river and float it to the pier site where it is then accurately positioned by pre - tensioning at the anchor pier
摘要武汉天兴洲公铁两用长江大桥2号主塔墩基础大型钢吊箱围堰采用工厂整体制造，下河浮运至墩位，利用锚墩施加预拉力精确定位的施工新工艺。 |
