为研究水中爆炸对围岩的增耦，在一个直径1.6 m的水泥砂浆半球体装置上，将其中心预留的直径0.3 m的腔室内注水和置入水泥砂浆芯体，对比性地进行了一系列的1.00 g TNT （2,4,6—三硝基甲苯）当量的填实和空腔爆炸实验。水泥砂浆球表运动测量数据表明，与水泥砂浆中的空腔解耦相比，水中空腔爆炸的解耦效果较差，尤其水腔中爆炸可大大增强爆炸能量的耦合。可以推断，水下爆炸会明显增强围岩中的爆炸应力波强度，近水域中的空中爆炸也可能会增强围岩中的爆炸能耦合，因而相对于围岩和堤坝中同距离、同药量的爆炸来讲，所引起

A series of laboratory experiments have been performed to study the enhanced coupling of explosions by placing them in water-filled cavities or in air-filled cavities on a half sphere apparatus of cement mortar with 1.6 m in diameter. There is a cavity of 0.3 m in diameter at the center of the apparatus, the cavity can be filled with water or inserted a core of cement mortar, the source conditions consisted of tamped source and spherical cavities with a spherical charge of yield equivalent to 1.00 g of TNT. Measurements consisted of longitudinal strains of the aluminum bars sticking on the surface of the sphere apparatus at several points, and from which particle velocities, displacements were obtained. On the basis of the results of these small-scale experiments, conclusions are drawn concerning the coupling of the explosive energy. The effect of cavity decoupling in water is not as good as in cement mortar. When the explosive source is detonated in a water-filled cavity, the stress wave coupled into cement mortar is greatly enhanced. It follows that the damage of surrounding rock or dam by underwater explosion would be more possibly compared to the explosion detonated in themselves with same yield and same distance, and the enhanced coupling seems to be shown for air explosion nearby water.