深厚淤泥爆炸挤淤填石围堤沉降分析
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福建省交通科技发展资助项目(201014)


Settlement analysis of embankment built by toe-shooting method
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    摘要:

    针对一深厚淤泥爆炸挤淤填石围堤工程,采用钻探和物探方法检验置换效果,然后现场监测围堤填筑完毕后的沉降,采用Verhulst模型预测围堤的最终沉降,最后建立了该类围堤沉降的计算方法,并对实例工程进行计算分析。研究表明,该类围堤底部存在一定深度的泥石混合层和纯淤泥层,导致较长的固结稳定时间和较大的沉降值;围堤填筑完毕后约经历5个月沉降才趋于稳定,最终沉降预测值位于1 366~1 556 mm之间;围堤的沉降主要由泥石混合层、淤泥层和下部粉质粘土层的压缩产生,围堤总沉降的计算值与实测结果的推算值较为接近。

    Abstract:

    For one embankment built by toe-shooting method at deep mud foundation,drilling and geophysical method were used for detecting the replacement effect,then settlement of the embankment were observed and ultimate settlement was predicted by Verhulst model based on the observed data,finally,the settlement calculation method of embankment was established,and was used the settlement of the embankment.The results show that,there is a certain kind of stone-mud mixed layer and pure mud layer at the bottom of this kind of embankment,and the two layers results in a longer time to consolidate and larger settlement;the settlement of the embankment undergone 5 months to be stable,with ultimate settlement between 1366-1556mm;the settlement of embankment is induced by the compression of stone-mud mixed layer,mud layer and silt clay layer,and the total settlement by calculation and prediction are close.

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崔广强,常方强.深厚淤泥爆炸挤淤填石围堤沉降分析[J].河北工程大学自然版,2015,32(3):55-57

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  • 收稿日期:2014-12-27
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  • 在线发布日期: 2015-10-28
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