| 舟山大跨越海中基础灌注桩自平衡法试验研究 |
| |
| 引用本文： | 杨涛,张浙杭,金玉.舟山大跨越海中基础灌注桩自平衡法试验研究[J].山西建筑,2010,36(35):84-85. |
| |
| 作者姓名： | 杨涛 张浙杭 金玉 |
| |
| 作者单位： | [1]浙江省电力设计院,浙江杭州310012 [2]浙江广川工程咨询有限公司,浙江杭州310000 |
| |
| 摘 要： | 对舟山大跨越海中塔基础的桩基采用了自平衡法测试，根据实验数据对桩的承载性能进行了分析，试验结果表明：该方法在海中桩基静载试验中具有一定的应用前景。
|
| 关 键 词： | 海中桩基础 自平衡荷载试验 送电线路 |
Experimental research on self-balancing method adopted in Zhoushan large-span sea tower foundation |
| |
| YANG Tao,ZHANG Zhe-hang,JIN Yu.Experimental research on self-balancing method adopted in Zhoushan large-span sea tower foundation[J].Shanxi Architecture,2010,36(35):84-85. |
| |
| Authors: | YANG Tao ZHANG Zhe-hang JIN Yu |
| |
| Affiliation: | YANG Tao ZHANG Zhe-hang JIN Yu |
| |
| Abstract: | This paper adopts self-balancing method to test pile foundation of Zhoushan large-span sea tower foundation, analyzes hearing capacity of the pile according to experimental data. Experimental results show that this method has certain application prospect in the static loading test of the sea pile foundation. |
| |
| Keywords: | sea pile foundation self-balancing loading experiment transmission lines |
| 本文献已被 维普 万方数据 等数据库收录！ |
