摘要
本文利用正交重复试验,探讨高宽比分别为H/L=0.58和H/L=0.33的两种料石砌体抗剪强度之间的差别。
By use of quadrature and repetition experiment, the authors inquire into the dif- ference between the experimental values of shear strength of two atone walls with a height to width ratio of 0. 58 and 0. 33 respectively.
出处
《华侨大学学报（自然科学版）》
CAS
1993年第1期57-64,共8页
Journal of Huaqiao University(Natural Science)
关键词
石墙
高宽比
正交试验
抗剪强度
stone wall
height to width ratio
quadrature experiment
shear strength
