摘要
针对折线形坡面,通过经典库仑土压力理论,对挡土墙的土压力作出近似的计算。
Making use of the classic theory of coulomb, it's mainly expounded to calculate the soil pressure of retaining wall approximately in connection with broken-line sloping surface in the essay.
出处
《洛阳工业高等专科学校学报》
2003年第1期16-17,共2页
Journal of Luoyang Technology College