|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2008年11 期
| 標(biāo)題 |
| 土釘支護(hù)基坑的變形監(jiān)測與數(shù)值模擬研究(48 卷) |
| 英文標(biāo)題 |
| 摘要 |
| 以溫州得月花園基坑工程為例，通過對現(xiàn)場監(jiān)測數(shù)據(jù)的處理分析，研究了土釘支護(hù)側(cè) 向位移的變形特點(diǎn)。并采用摩擦—接觸型界面單元模擬釘土界面的變形協(xié)調(diào)情況，建立了基 坑開挖土釘支護(hù)的數(shù)值模型，研制了相應(yīng)的有限元程序，并通過和具體工程的實(shí)測對比驗(yàn)證 了模型的可靠性 |
| 作者 |
| 新聞作者:李校兵，王 軍，鄭國棟 |
| 關(guān)鍵字 |
