|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2011年01 期
| 標題 |
| 帶帽控沉疏樁復合地基優(yōu)化設計及其工程應用(51 卷) |
| 英文標題 |
| Optimum design and engineering application of composite foundation including capped piles featuring capable of controlling subsidence and sparse arrangement |
| 摘要 |
| 基于沉降控制理論，分析了帶帽控沉疏樁復合地基兩種沉降計算模式?，F(xiàn)場試驗表明，樁帽間土體受壓后有一定的影響深度，可采用樁帽間土體沉降計算模式來估算地基總沉降量及其工后沉降量。因此，以控制樁帽間土體沉降量在工后沉降量標準范圍內為目標，通過采取調整樁體中心間距 |
| 作者 |
| 新聞作者:雷金波,陳超群 |
| 關鍵字 |
