摘要
以贵州地区某软土路基工程为例,阐述地基处理情况,从勘察、检测、孔隙水压力取值等方面分析导致施工后再次产生路面破坏的原因,并最终对此进行总结和建议。
Taking an example of soft soil sub-grade construction in Guizhou province, this paper described the foundation treatment. Analysis of survey, test and pore water pressure value and cause of the second time sub-grade destruction were conducted. Finally a conclusion and suggestion were put forward.
出处
《贵州科学》
2012年第1期78-82,共5页
Guizhou Science
关键词
软土路基
检测
孔隙水压力
soft soil sub-grade, detection, pore water pressure
