摘要
通过模型试验,探讨了悬臂双排护坡桩的受力性能,提出可将悬臂双排护坡桩看作刚架进行内力计算。并认为,护坡桩实测内力小于其计算值,主要原因是由于粘性土中护坡桩实际所受的土压力,小于桩内力计算时采用的按库仑或朗金土压力理论计算出的土压力。
The mechanical behavior of cantilever double-row revetment piles is studied through the model test. It is suggested that the internal force of cantilever double-row revetment piles should be calculated as rigid frame. It is revealed that the measured internal force is less than calculated value because the earth pressure on revetment piles in clay is less than calculated value by Coulomb's or Rankine's earth pressure theory.
出处
《建筑科学》
1993年第4期28-34,40,共8页
Building Science
