This paper deals with the interaction of shock wave and cylindrical structure in nonlinear soil.
本文研究了非线性弹性岩土中冲击波与圆柱结构动力相互作用问题。
Experiments of the initiation capacity of the new structure and that of the conventional cylindrical structure were made through steel block method.
利用轴向钢凹实验方法对新结构传爆药柱与常规圆柱形传爆药柱的起爆威力进行了对比实验。
The stability and wave overtopping rate of 3 kinds of revetments (sloping, big step and cylindrical structure types) are studied by using sectional model test.
利用断面物理模型试验，对3种结构形式(斜坡段、大台阶段、圆筒段)的护岸的稳定性和越浪量进行了研究。
Steel cylindrical structure used as wharf and breakwater foundation has good fore-prospect in water transport engineering above all in muddy coast of Bohai Bay.
钢箱筒结构在水运工程中尤其是渤海湾淤泥质海岸作为码头和防波堤结构基础拥有很好的应用前景。
The contact pretension between the layers of cylindrical structure concerns the non-linearity of geometry and material, as well as the influence of interface friction.
多层圆柱结构的接触预紧问题，涉及到几何非线性和材料非线性以及接触面上摩擦力的影响。
The inner earth pressure of buried cylindrical structure was measured by model test. The variations of inner earth pressure during overturning of cylinder are analyzed.
采用模型试验实测圆筒结构筒内土压力，并对圆筒在倾覆过程中筒内土压力的变化规律进行探讨。
The inner earth pressure of buried cylindrical structure was measured by model test. The variations of inner earth pressure during overturning of cylinder are analyzed.
采用模型试验实测圆筒结构筒内土压力，并对圆筒在倾覆过程中筒内土压力的变化规律进行探讨。
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