| 套打树根桩的重力式挡土墙设计 |
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| 引用本文： | 周雪峰,吕江新,魏伟.套打树根桩的重力式挡土墙设计[J].地下空间与工程学报,2007,3(Z2):1426-1428. |
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| 作者姓名： | 周雪峰 吕江新 魏伟 |
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| 作者单位： | 1. 西安工业大学,建筑工程系,西安,710032
2. 广东惠州市规划设计研究院,广东,惠州,516001 |
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| 摘 要： | 针对水泥土重力式挡土墙中套打树根桩的加固形式,应用弹性地基梁理论和嵌岩桩计算理论,提出了套打树根桩的重力式挡土墙的设计理论及设计步骤,结合具体工程实例的计算,对比计算结果和工程实测,表明该设计方法是合理的.
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| 关 键 词： | 水泥土 重力式挡土墙 树根桩 水平位移 |
| 文章编号： | 1673-0836(2007)08-1426-03 |
| 修稿时间： | 2007年8月10日 |
Design of Gravity Parapet with Striking Tree- root Pile |
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| ZHOU Xue-feng,LU Jiang-xin,WEI Wei.Design of Gravity Parapet with Striking Tree- root Pile[J].Chinese Journal of Underground Space and Engineering,2007,3(Z2):1426-1428. |
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| Authors: | ZHOU Xue-feng LU Jiang-xin WEI Wei |
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| Abstract: | Aiming at the strengthening form of striking tree - root pile in the cement - soil gravity parapet, this paper applies the elastic theory of foundation beam and the calculation theory of rock - inserted pile and puts forward a new design theory and design step to solve the design problem of the gravity parapet with striking tree - root pile. A concrete example on the calculation of the engineering project is given and the calculation result is contrasted with the real measurement which suggest that the design method is rational. |
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| Keywords: | cement-soil gravity parapet tree-root pile level displacement |
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