本文将库伦摩擦力模型用连续摩擦力模型表示。
So a sequential friction model was replaced of coulomb friction.
结果表明，连续墙基础内侧土体不提供竖向摩擦力和水平抗力，在设计这种基础时可按空心基础建立计算模型。
The calculating model of a hollow foundation was established in designing this foundation, which hoppened to be in conformity with the research results.
本文提出了既能正确反映摩擦力特性又便于编程的连续型指数摩擦力模型。
This paper presents a sequential exponential friction model which describes not only the friction characteristics correctly but is also convenient for computer programming.
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