In the paper,the linear distribution of horizontal stress is considered based on the layer structure method,and the deep underground cavern structure elastic solution is obtained by the usage of elasticity mechanics. The calculation result is closer to the actual situation of engineer-ing in deep underground with linear horizontal stress.%在地层结构法的基础上,考虑水平应力在纵向线性分布,利用弹性力学计算方法得出深地下圆形洞室结构的弹性解,计算结果更接近于深地下工程的岩体水平应力线性分布实际情况。
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