摘要
本文对亳阜高速公路沿途三个地区的素土和掺石灰土进行了力学性质试验,按照瑞典条分法编写了路基稳定性分析程序。利用这个程序与实验数据,完成了在常规荷载和最不利荷载情况下路基稳定性研究,并对现今亳阜高速公路稳定性进行了评价。
In this paper, the powder soil and that mixed with lime in three areas along the Bo-Fu Freeway were studied by mechanical tests. A stability analysis program was composed based on the Method of Divide of Sweden （Fellenius Method）. The stability studies on roadbeds under both normal and maximal loads were finished with the program and available test data. The current stability of the Bo-Fu Freeway was also evaluated.
出处
《安徽地质》
2007年第4期281-285,共5页
Geology of Anhui
关键词
高速公路
路基
粉土
稳定性
评价
freeway
roadbed
powder soil
stability
evaluation.
