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2011年12期
| 標(biāo)題 |
| 潮汕車站樁—網(wǎng)復(fù)合地基管樁承載性狀數(shù)值分析(51卷) |
| 英文標(biāo)題 |
| Numerical analysis of load-bearing behaviour of pipe pile included in pile-net composite foundation used in Chaoshan station |
| 摘要 |
| 基于潮汕車站站場(chǎng)超大面積深厚軟土地基處理情況，建立了不同樁間距、樁帽及填土高度情況下的樁—網(wǎng)復(fù)合地基數(shù)值模型，對(duì)管樁的承載性狀進(jìn)行了研究。結(jié)果表明：樁身軸力及摩阻力受填土高度的影響較大，且在樁端處最為明顯；相同填土高度下，樁身軸力與摩阻力隨樁間距的增加而變大；在一定深度范圍內(nèi)，樁帽的設(shè)置會(huì)對(duì)樁身軸力及摩阻力產(chǎn)生影響。 |
| 作者 |
| 新聞作者:于進(jìn)江，程謙恭，李成輝，吳九江，文華 |
| 關(guān)鍵字 |
關(guān)鍵詞:樁—網(wǎng)復(fù)合地基 深厚軟土 管樁 承載性狀 |
