基于现场监测的软土地基联合处理机理研究
Research on mechanism of combined improvement of soft soils based on field monitoring
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摘要: 通过现场原型监测对地基处理的机理进行探索,是常用的地基处理研究方法。本文在一高速公路软土地基处理试验段现场监测的基础上,通过对监测结果的分析,研究了水泥土搅拌桩与塑排板预压固结法联合处理的机理。研究结果表明:联合处理方法由于短桩的向下刺入,使桩土应力分担变得均匀,桩土沉降相对协调;附加应力通过短桩的传递和塑排板的存在,可加速下部软土层的排水固结。Abstract: The research on mechanism of the soil improvement with field prototype monitoring is a normal practice.Based on the field monitoring in an experimental section of soft soil foundation improvement in an expressway construction project,the mechanism of treatment of cement mixing pile composite combined with Prefabricated Vertical Drains(PVDs) and preloading was analyzed.It was revealed that the downward thrust of short pile in the combined improvement method made the stress distribution on the pile top and soil more even,and the settlement of the pile top and soil more coordinative.As the existence of PVDs,the additional stress transminssion through the short pile would speed the consolidation in the lower soft soil layers.