摘要
对物体非临界摩擦力公式F=kf 0ΔxN进行讨论,利用物体非临界摩擦力公式计算桩的侧面摩擦力及桩端支承力,得出理论公式,并且利用公式对于桩侧面摩擦阻力的复杂性作初步研究.
The formula of non critical static friction： F=kf0△xN is discussed.The force acting on the side surface and the supporting force at the end of the pile are analyzed by this for tota.A theoretical formula has been derived, by which a preliminary study is made on the complexits of triction and resistance on the pile side.
出处
《甘肃科学学报》
2006年第4期15-18,共4页
Journal of Gansu Sciences
关键词
桩
摩擦力
支承力
pile
friction
supporling force
