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Effects of polymer and bentonite support fluids on the performance of bored piles

机译:聚合物和膨润土支撑液对钻孔桩性能的影响

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Synthetic polymer fluids have been used for the construction of bored piles (drilled shafts) for more than two decades, but their effect on the performance of the completed piles is still a matter of debate. To investigate the effects of polymer and bentonite fluids on the behaviour of bored piles, a field trial comprising three full-scale instrumented test piles has been conducted at a site in East London. It was found that the two piles constructed using polymer fluids showed much stiffer load-settlement response than the one constructed using bentonite slurry. Surprisingly, an extended pile bore open time of up to 26 h was found to have no adverse effect on the piles if supported by polymer fluids. Based on the results of back-analyses using the load-transfer approach, polymer fluids were found to have little effect on the Woolwich and Reading Formations but a noticeable effect on the Upnor Formation - the mixed results are believed be due to the different soil mineralogies. It has also been shown that the common problem of 'soft toes' can be eliminated by adopting good construction practice including proper base checking and fluid cleaning or exchange procedures on site. (C) 2015 The Japanese Geotechnical Society. Production and hosting by Elsevier B.V. All rights reserved.
机译:合成聚合物流体已用于建造钻孔桩(钻探井筒)已有二十多年了,但它们对成品桩性能的影响仍是一个争论的问题。为了研究聚合物和膨润土流体对钻孔桩性能的影响,在伦敦东部的一个地点进行了包括三个全尺寸测试桩的现场试验。结果发现,与使用膨润土浆液建造的桩相比,使用聚合物流体建造的两桩桩具有更强的荷载沉降响应。出人意料的是,发现延长的开孔时间长达26小时,如果由聚合物流体支撑,则不会对桩产生不利影响。根据使用载荷传递方法的反分析结果,发现聚合物流体对伍尔维奇和雷丁地层影响不大,但对Upnor地层影响显着-混合结果被认为是由于土壤矿物学不同而引起的。还显示出,通过采取良好的施工实践,包括适当的基础检查和现场流体清洁或更换程序,可以消除“软脚趾”的常见问题。 (C)2015年日本岩土学会。 Elsevier B.V制作和托管。保留所有权利。

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