The results indicate that the failure modes are various and localfailure is often occurred at the position with flaws.
由试验结果可以看出，木柱的破坏形态多样，最容易在有缺陷的部位发生局部破坏；
2
Therefore, it is further proved that localfailure theory is correct and weak structural plane will control the stability of slope.
从而进一步证明了局部破坏理论的正确性和边坡软弱结构面是控制边坡稳定的关键因素。
3
Attention should be paid to the design for prevention of progressive collapse caused by localfailure due to abnormal loading in all types of structures.