中文摘要：

在在实践泼出 groundsurface 上决定基础的最终的适用能力，精力驱散方法被用来提出适用的能力 asprogramming 问题，和照原尺寸的模型实验被调查分析土壤斜坡在实验室由长带地位装载了的 performanceof。土壤失败被一个 linearMohr 库仑收益标准管理，并且土壤变丑遵循一条联系流动规则。基于塑料力学的 theenergy 驱散方法，多楔获得与结合有关的三个适用的能力因素的翻译失败机制 wasemployed，相等的超载 loadand 为各种各样的斜坡倾斜角度的联合起来的严肃。数字结果是用模型实验的有限元素方法和那些的出版答案的比较 withthose。Thebearing 能力因素为实际使用 inengineering 在设计图表形式被介绍。限制分析答案模型测试接近到那些的结果表演， andthat 精力驱散 niethod 是有效的估计忍受土壤的能力斜坡。

英文摘要：

To determine the ultimate bearing capacity of foundations on sloping ground surface in practice, energy dissipation method was used to formulate the beating capacity as programming problem, and full-scale model experiments were investigated to analyze the performance of the soil slopes loaded by a strip footing in laboratory. The soil failure is governed by a linear Mohr-Coulomb yield criterion, and soil deformation follows an associated flow rule. Based on the energy dissipation method of plastic mechanics, a multi-wedge translational failure mechanism was employed to obtain the three bearing capacity factors related to cohesion, equivalent surcharge load and the unit gravity for various slope inclination angles. Numerical results were compared with those of the published solutions using finite element method and those of model experiments. The bearing capacity factors were presented in the form of design charts for practical use in engineering. The results show that limit analysis solutions approximate to those of model tests, and that the energy dissipation method is effective to estimate bearing capacity of soil slope.