提出了组合弹簧分层地应力模型，并推导了相应公式，为分层地应力解释奠定了基础。
In order to complete the single-layer-based stress explanation, we built the single-layer-based stress model in form of combined springs and concluded the involved formulas.
反分析计算时采用分层均质模型，将计算区域内各层岩层分别视为均质各向同性体，初始地应力假设成线性分布。
It assumed that the initial rock stresses is in linear distribution, all layers of strata are regarded as layered homogeneous in calculation districts, and this model is applied to doing calculation.
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