This paper is aimed at creating an empirical model for assessing failure potential of highway slopes, with a special attention to the failure characteristics of the highway slopes in the Alishan, Taiwan area prior to, and post, the 1999 Chi-Chi, Tai
SLOPE/W 材料参数是有效应力参数还是总应力参数 本构参数c和phi可以是总应力本构参数或有效应力本构参数。SLOPE/W在这两者参数设置上没有区别。对于分析特定工程取什么参数设置则需要使用者来决定。 The strength parameters c and φ can be total strength parameters or effectivestrength parameters. SLOPE/W makes no distinction between these two s
