摘要
采用弹塑性有限元方法对一土钉支护边坡工程实例进行详细分析 ,给出边坡侧向变形、土钉应力随边坡开挖过程的变形 。
Based on practice engineering case, the FEM is employed to analyze the behaviour of an excavated slope supported by a kind of new composite soil snail retaining wall The deformation of slope and the stress along soil nails are discussed And the safety coefficient of slope are calculated at each excavation stage
出处
《福建建筑高等专科学校学报》
2002年第4期40-42,51,共4页
Journal of Fujian College of Architecture & C.E.
