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郝志超, 沈宇鹏, 张尧禹. 吹填土地区路基处理新方法效果对比研究[J]. 岩土工程学报, 2013, 35(zk2): 579-583.
引用本文: 郝志超, 沈宇鹏, 张尧禹. 吹填土地区路基处理新方法效果对比研究[J]. 岩土工程学报, 2013, 35(zk2): 579-583.
HAO Zhi-chao, SHEN Yu-peng, ZHANG Yao-yu. Comparative studies on treatment effects of new methods for dredger fill foundation[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 579-583.
Citation: HAO Zhi-chao, SHEN Yu-peng, ZHANG Yao-yu. Comparative studies on treatment effects of new methods for dredger fill foundation[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 579-583.

吹填土地区路基处理新方法效果对比研究

Comparative studies on treatment effects of new methods for dredger fill foundation

  • 摘要: 对某沿海吹填土地区路基运营期工后沉降长期监测,用双曲线拟合法进行沉降预测,对高真空击密和板体稳定技术两种工法的实测沉降和预测沉降进行对比分析。结果表明两种工法处理的路段的路中实测最终沉降平均值分别是53 mm和61 mm,预测沉降集中在100~150 mm之间。两种工法均能较好的控制工后沉降,但高真空击密法处理后的路段工后沉降更小并且能更快的趋于稳定。造价方面高真空击密处理6 m深度的造价约85元/m2,板体稳定法处理80 cm深度的造价就达到了80元/m2,说明高真空击密法在工后沉降、处理深度、处理造价等方面综合处理效果更有优势,更适合在该地区推广应用。

     

    Abstract: On account of a long-term observation of subgrade subsidence after construction in a certain coastal dredger fill region and Subsidence prediction using hyperbolic fitting method, the measured settlement and predicting subsidence of High vacuum compaction method and Board ground stability technique were analyzed. The results show that the average measured final settlement is 53 mm and 61 mm respectively, predicting subsidence was between 100 mm to 150 mm. Two kinds of method can better control post-construction settlement, but High vacuum compaction method processed sections are smaller and faster to post-construction settlement. in terms of Cost ,high vacuum tight treatment cost about 85 Yuan/m2 of 6 m depth, the Board ground stability technique of 80 cm cost reaches 80 Yuan/m2, It shows that the High vacuum compaction method treatment effect has more advantages on the post-construction settlement, treatment depth, the processing cost and so on, and is more suitable for popularization and application in the region.

     

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