摘要
通过突变理论进行土体稳定性分析,运用苏(州)嘉(兴)杭(州)具体的高速公路高填筑路堤的沉降观测数据进行计算,理论分析的结果与观察的结果相一致,从而为有针对性地适当提高控制沉降速率提供了理论依据。
Through using the mutation theory the analysis of the soil body stability is concluded. The settlement observation data from the filling-up embankments of Suzhou-Jiaxing-Hangzhou Expressway are computed. The theoretical analysing results are consistent with the observations. This provides a theoretical foundation for proper enhancement of the control over settlement speed.
出处
《测绘与空间地理信息》
2004年第6期62-64,74,共4页
Geomatics & Spatial Information Technology
关键词
突变理论
高填筑路堤
土体稳定性
高速公路
沉降速率
mutation theory
filling-up embankment
soil body stability
expressway
settlement speed
