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当設計水工隧洞和地下水电站时,岩石压力的确定是設計工作中一項十分重要的问题。由于岩石的性質和存在情况的不同(例如裂缝程度、層理、含水量的不同、断層的存在等),使得此一问题的解决至为复雜和困难。許多外国的学者曾试试圖用彈性理論,即假定岩石为均質的彈性介質来進行研究,但至今还沒有一个認为比较滿意的解答。同时很早以前就有許多学者(例如苏联院士列維森·列辛格、古特曼教授、H.H.达維金柯夫教授,
When designing hydraulic tunnels and underground hydropower stations, rock pressure determination is a very important design issue. The resolution of this issue is complicated and difficult due to the differences in the nature and existence of the rock (such as the degree of cracks, bedding, water content, and the presence of faults). Many foreign scholars have tried to study elastic theory based on the assumption that rock is a homogeneous elastic medium, but so far no one has found a satisfactory solution. At the same time, many scholars had long ago (such as the Soviet Academy of Sciences Levsen Leesinger, Professor Gutman, Professor H.H. Davikinkov,