土木工程与管理学报2012，Vol.29Issue(3)：1-5,5.
场地形成的水泥土的劣化室内模拟试验
Laboratory Simulation Experiment on Deterioration of Cement Stabilized Soil in Site
摘要
Abstract
The effect of curing time and cement content on the cement stabilized soil deterioration which formed in Qingdao Jiaozhou bay marine soft soil site is studied by laboratory simulation experiment. The deteriorated depth is defined according to the features of penetration resistance and penetration depth curve. It is indicated that the deterioration extends quickly under seawater environment, and the deteriorated depth becomes deeper with the increase of curing time. With the increase of cement content, the strength of cement stabilized soil increase obviously, at the same time, the deteriorated depth reduce significantly. The concentration of Ca2+ in the cement stabilized soil has a trend to decrease from deep to shallow,the concentration of Mg2+ gradually decreases with increasing depth.关键词
水泥土/海相粘土/劣化/劣化深度/微型贯入试验/海水环境/养护时间Key words
cement stabilized soil/ marine clay/ deterioration/ deteriorated depth/ micro cone penetration test/ seawater environment/ curing time分类
建筑与水利引用本文复制引用
杨俊杰,张玥宸,闫楠,王秀海..场地形成的水泥土的劣化室内模拟试验[J].土木工程与管理学报,2012,29(3):1-5,5.基金项目
国家自然科学基金(50779062) （50779062）
