摘要
通过室内动载试验研究了不同因素对水泥稳定黄土的无侧限动态压缩模量的影响规律,包括荷载幅值、加载频率、间歇时间以及循环加载次数等。
Based on laboratorial dynamical experiment, the influence laws of test conditions, such as stress amplitude, frequency, interval time and cyclic number on the dynamic compressive modulus of stabilized loess with cement were analyzed in this paper.
出处
《长安大学学报(自然科学版)》
EI
CAS
CSCD
北大核心
1998年第S1期55-58,共4页
Journal of Chang’an University(Natural Science Edition)
关键词
动态压缩模量
水泥土
路面材料
dynamic compressive modulus, cement soil, pavement material