首页> 外文会议>52nd Annual Geotechnical Engineering Conference; Feb 27, 2004; University of Minnesota >Preconsolidation Using Surcharge Embankments and Vertical Prefabricated Strip Drains
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Preconsolidation Using Surcharge Embankments and Vertical Prefabricated Strip Drains

机译:使用超载路堤和垂直预制带状排水沟进行预固结

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Two sites, located in the Twin Cities area and the Minnesota River Valley, were preconsolidated with surcharge fills. Vertical prefabricated strip drains were used to accelerate the consolidation process at each site. The sites were ready for construction within three months of placing the surcharge fill. Calculations indicated that conventional preloading would have taken between two and ten years to prepare the sites for construction. This paper describes the site exploration techniques, laboratory testing methods, analysis, design and construction of both sites. Observations of settlement were made at each site using settlement gauges. The results of these observations are presented along with an evaluation of the data related to the horizontal coefficient of consolidation, C_h.
机译:位于双城地区和明尼苏达河谷的两个地点已经预先进行了附加收费。垂直预制的条形排水管用于加速每个站点的固结过程。在支付附加费后的三个月内,这些场地已准备好进行建设。计算表明,常规的预压将需要两年到十年的时间才能准备好进行施工。本文介绍了场地勘探技术,实验室测试方法,两个场地的分析,设计和施工。使用沉降计在每个站点进行沉降观测。这些观察结果与与水平固结系数C_h有关的数据评估一起呈现。

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