Influencing factors of compressive strength of solidified inshore saline soil using SH lime-ash

摘要：

Through unconfined compressive strength test, influencing factors on compressive strength of solidified inshore saline soil with SH lime-ash, ratio of lime-ash(1:K), quantity of lime-ash, age, degree of compression and salt content were studied. The results show that because inshore saline soil has special engineering characteristic, more influencing factors must be considered compared with ordinary soil for the perfect effect of solidifying.

关键词： solidified inshore saline soil with SH lime-ash compressive strength lime ash compaction degree salt content

作者: QIN Yin-hui(覃银辉) LIU Fu-hua(刘付华) ZHOU Qi(周琦)

作者单位: Institute of Rheological Mechanics & Material Engineering, Central South University of Forestry & Te Architectural Design Institute, Changsha, 410007, China Research Institute of Geotechnieal Engineering, Hohai University, Nanjing 210098, China

会议类型: 国际会议

会议名称: 第九届全国流变学学术会议

会议地点: 长沙

会议语种:英文

页码: 386-390

在线出版日期: 2008-09-28（万方平台首次上网日期，不代表论文的发表时间）