摘要
利用青岛某滨海公路设计资料和现场实测数据 ,通过理论计算和实测数据对比分析 。
Faster loading-velocity will cause the increase of soft soil ground settlement, even the loss of its stability. Reasonable control of loading-velocity can effectively reduce residual settlement, meliorate improvement effect, and improve predication veracity of the degree of consolidation and residual settlement. According to the design materials and field measurement data of Qingdao litoral highway, through academic calculation and the contrast and analysis of field measurement data, discussing the effect of loading-velocity to soft ground, providing reference for similar engineering.
出处
《交通科技》
2004年第5期1-3,20,共4页
Transportation Science & Technology
基金
国家自然科学基金项目 ( 5 0 3 790 10 )资助
