摘要
通过对无锡地铁2号线详勘阶段扁铲数据进行统计分析,并与土工试验结果进行对比,把国外的经验与无锡地区的土性相结合,总结出无锡地区扁铲侧胀试验数据推导土体压缩模量的经验公式,对无锡地区扁铲侧胀试验技术的发展以及实际勘察、设计、施工等具有一定的参考价值。
Based on data analysis of several flat dilatometer tests in the Metro Line Two of Wuxi and comparative analysis of parameters from DMT and soil test,an emperical formula was obtained in this paper for local application through combining the local soil characteristics and foreign experience.With this formula,compression modulus of soil could be inferred from DMT parameters.The formula has certain reference vaule in Wuxi City not only to the developing of DMT but also to the actual project during the work of reconnaissance,design anf construction.
出处
《江南大学学报（自然科学版）》
CAS
2012年第2期203-206,共4页
Joural of Jiangnan University (Natural Science Edition)
