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2009年07 期
| 標(biāo)題 |
| 高速鐵路深厚松軟土層CFG樁樁筏和樁網(wǎng)復(fù)合地基沉降特性的試驗(yàn)研究(49 卷) |
| 英文標(biāo)題 |
| Experimental study on settlement performance of CFG pile-RC mat and CFG pile-Geosynthetic net composite foundations for improving deep-thick-soft soil layer of high speed railway |
| 摘要 |
| 依托京滬高速鐵路李窯試驗(yàn)工點(diǎn)，對(duì)深厚松軟土層中CFG樁樁筏和樁網(wǎng)復(fù)合地基的沉降特性及規(guī)律進(jìn)行了試驗(yàn)研究，得出如下主要結(jié)論：樁網(wǎng)復(fù)合地基的路堤底面地表沉降比樁筏復(fù)合地基的大20％。樁網(wǎng)復(fù)合地基加固區(qū)和下臥層沉降分別占相應(yīng)總沉降的28％和72％；樁筏復(fù)合地基加固區(qū)和下 |
| 作者 |
| 新聞作者:蘇維，楊懷志，馬建林，彭聲應(yīng)，李曙光 |
| 關(guān)鍵字 |
