桂林理工大学学报2011，Vol.31Issue(1)：91-95,5.
石灰改良膨胀土无侧限抗压强度试验
Experiment on Unconfined Compressive Strength of Lime Improving Expansive Clay
摘要
Abstract
Based on the expansive clay embankment on Nanyou Highway of Guangxi, the experimental research on the unconfined compressive strength is undertaken. In the test expansive clay samples are all disintegrated when dipping in water, showing poor stability of expansive clay. Some lime improving samples after 7 and 14 days curling are disintegrated when dipping in water, indicating that the unconfined compressive strength sample of lime improving expansive clay should curl 28 days. Lime ratio and curing time both influence the unconfined compressive strength of improving expansive clay. There is optimum adding lime ratio for lime improving expansive clay. During the early days of curling, the unconfined compressive strength increases with curling time.关键词
膨胀土/石灰改良/崩解/无侧限抗压强度Key words
expansive clay/ lime improving/ disintegration/ unconfined compressive strength分类
建筑与水利引用本文复制引用
陈爱军,张家生,刘君..石灰改良膨胀土无侧限抗压强度试验[J].桂林理工大学学报,2011,31(1):91-95,5.基金项目
交通部西部交通科技项目(2002318000015) （2002318000015）
