Model tests were carried out on the stability of a new type concrete block revetment under regular and irregular waves in a wave flume.
针对一种新型的混凝土护面砌块，分别采用规则波和不规则波进行波浪水槽试验。
2
Based on an analysis of the mechanism of wave action on the revetment, formulae for block thickness under the actions of regular and irregular waves were obtained through a series of stability tests.
The mathematical model and block diagram are presented to calculate the pick momentary cutting thick when the shearer drum is in the state of irregular motion.