摘要
介绍了基于曲线拟合的软土地基沉降预测方法中的双曲线法和星野法预测原理,通过工程实例,分析了其在水泥搅拌桩和塑料排水板处理软土地基沉降预测中的良好拟合效果,为确定预压稳定后铺筑路面时间和验证设计提供了依据。
It introduces the principles of double curve method and star wild method in soft soil foundation subsidence predicting method based on curve fitting, according to engineering practice, analyzes its good fitting effect in cement mixing pole and plastic draining off water board deal with soft soil foundation subsidence prediction, provides foundation for deciding the time of paving road and verified design after stabling prestress.
出处
《山西建筑》
2008年第32期126-127,共2页
Shanxi Architecture
关键词
软土地基
曲线拟合
固结度
沉降预测
soft soil foundational, curve fitting, firm degree, subsidence prediction
