It is difficult to analyze combined work of underground penstock due to the gap among steel lining, concrete lining and rock.
埋藏式压力钢管设计中，钢衬、混凝土衬圈和围岩之间普遍存在着不连续的缝隙，致使设计计算时难以进行联合受力分析。
It is difficult to analyze combined work of underground penstock due to the gap among steel lining, concrete lining and rock.
埋藏式压力钢管设计中，钢衬、混凝土衬圈和围岩之间普遍存在着不连续的缝隙，致使设计计算时难以进行联合受力分析。
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