摘要
本文以粘性流体质点运动的观点，利用广义牛顿粘性应力公式，建立岩层与地表移动的粘塑性模型，采用Fourier变换对方程进行求解，并与实测资料进行了结果对比。
In this paper, the viscoplastic rheology equations are established with the aid of viscous hydromechanics from the continual medium. The author acquires the formulae of suhsiding speed along overburden strata and ground, analyzes its affected factors. The theoretical formulae are verified with the data of feild measurements availale.
出处
《中国矿业》
1996年第2期52-55,共4页
China Mining Magazine
