摘要
采用理论分析与现场实测相结合的办法,研究真空预压时使用传统真空度测头测量软基土体中真空度的不足之处,并指出使用孔隙水压力测头测量真空度的可取之处。
Combining theoretical analysis with site test, this paper researches the defects of traditional vacuum degree test probe in testing the vacuum degree of weak ground soil during vacuum preloading, and points out the advantages of pore water test probe in testing the vacuum degree.
出处
《水运工程》
北大核心
2005年第7期80-81,共2页
Port & Waterway Engineering
关键词
真空预压
真空度测头
孔隙水压力测头
vacuum preloading
vacuum degree test probe
pore water pressure test probe
