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2008年06 期
| 標(biāo)題 |
| 深基坑逆作法動態(tài)施工數(shù)值模擬(48 卷) |
| 英文標(biāo)題 |
| 摘要 |
| 采用有限元分析手段，對廣州某20 m深基坑逆作法施工全過程進(jìn)行了二、三維動態(tài)施 工數(shù)值模擬，重點(diǎn)分析了施工過程作用于地下連續(xù)墻上的土壓力、地下連續(xù)墻的側(cè)向位移 和 彎矩、樓板和鋼支撐軸力等發(fā)展規(guī)律。研究結(jié)果表明，由于下部地層地質(zhì)條件較好，地下連 續(xù)墻吊腳處的 |
| 作者 |
| 新聞作者:劉庭金, 莫海鴻,陳俊生 |
| 關(guān)鍵字 |
