| 江阴长江公路大桥南塔墩稳定性勘察研究 |
| |
| 引用本文： | 徐福兴,赵成生,杨天民. 江阴长江公路大桥南塔墩稳定性勘察研究[J]. 人民长江, 2002, 33(Z1): 87-89 |
| |
| 作者姓名： | 徐福兴 赵成生 杨天民 |
| |
| 作者单位： | XU Fu-xing（Professor-senior Engineer, Comprehensive ReconnaissanceBureau of Changjiang Water Resources Commission, Wuhan 430010, China） ZHAO Cheng-sheng（Senior Engineer, Comprehensive Reconnaissance Bureau ofChangjiang Water Resources Commission, Wuhan 430010, China） YANG Tian-ming（Senior Engineer, Comprehensive Reconnaissance Bureau ofChangjiang Water Resources Commission, Wuhan 430010, China） |
| |
| 摘 要： |
|
Geologic Survey and Stability Analysis for the South Tower Pier of Jiangyin Yangtze Highway Bridge |
| |
| XU Fu-xing,ZHAO Cheng-sheng,YANG Tian-Ming. Geologic Survey and Stability Analysis for the South Tower Pier of Jiangyin Yangtze Highway Bridge[J]. Yangtze River, 2002, 33(Z1): 87-89 |
| |
| Authors: | XU Fu-xing ZHAO Cheng-sheng YANG Tian-Ming |
| |
| Abstract: | Jiangyin Yangtze highway bridge is a suspension bridge with main span 1 385 m. The south tower pier is located on a 70 m bedrock slope with bedding plane of strata tipping to the river channel and several weak intercalated layers. The stability of the tower pier is one of the main engineering geologic problems. On the basis of investigation and survey of relevant geologic condition analyses, the geomechanical model experiments are carried out for stability study of various foundation alternatives' advantages and disadvantages. Pile foundation has been finally adopted and constructed, and this is justified by practice. |
| |
| Keywords: | stability of tower pier pile foundation geomechanical model Jiangyin Yangtze highway bridge |
| 本文献已被 万方数据 等数据库收录！ |
|
