许 勇, 周翠英, 张季超. 动力排水固结法处理填海地基的研究应用[J]. 工程力学, 2010, 27(增刊Ⅱ): 186-190.
引用本文: 许 勇, 周翠英, 张季超. 动力排水固结法处理填海地基的研究应用[J]. 工程力学, 2010, 27(增刊Ⅱ): 186-190.
XU Yong, ZHOU Cui-ying. RESEARCH OF DYNAMIC-DRAINAGE CONSOLIDATION IN RECLAMATION SOIL[J]. Engineering Mechanics, 2010, 27(增刊Ⅱ): 186-190.
Citation: XU Yong, ZHOU Cui-ying. RESEARCH OF DYNAMIC-DRAINAGE CONSOLIDATION IN RECLAMATION SOIL[J]. Engineering Mechanics, 2010, 27(增刊Ⅱ): 186-190.

动力排水固结法处理填海地基的研究应用

RESEARCH OF DYNAMIC-DRAINAGE CONSOLIDATION IN RECLAMATION SOIL

  • 摘要: 通过合理设置水平和竖向排水通道,利用“先轻后重、少击多遍、逐级加能”的动力排水固结施工工艺,对填海地基动力排水固结法设计与施工技术进行了试验研究,并将该技术应用于惠州石化区28万m2的填海工程饱和淤泥质软土的处理中。实践证明,动力排水固结法处理填海饱和软土地基可以使场地产生较强的排水固结效应,在短期内达到较理想的地基处理效果。

     

    Abstract: The dynamic-drainage consolidation technology is introduced according to a reclamation project experiment. The experiment disclosed that the proper vertical and horizontal drainage access is essential, the hammer energy should be imposed from light to heavy gradually, and the hammer times should be less while the hammer round should be more. Some design and construction details are discussed for a better application of this technology.

     

/

返回文章
返回