Due to the geographic nature of Republic of Korea, the importance on the development of maritime and coastal infrastructure has become significantly increasing. Since concrete exposed to coastal and offshore area experiences harsher conditions than that on the inland, many performance criteria are required to secure proper functionality of concrete in maritime environment. For example, the gravity-type breakwater structure, represented by tetrapod, is often separated or lost by a large typhoon every year. Turning wave block, which provides much better scenery than tetrapod, has been developed to reduce tidal energy by changing the direction of wave to collide with next one. However, turning wave block has large amount of void spaces, so heavyweight concrete structure is required to provide necessary stability. In order to resolve such problems, the main objective of this work was set to develop an anti-washout self-compacting heavyweight concrete. Anti-washout and self-compacting properties were required for underwater construction as well as for proper compaction of turning wave block that has tortuous design. Since the copper slag was found to be physically and chemically stable source of aggregate, it was used as a fine heavyweight aggregate together with magnetite. It was found that chloride ion penetration of such concrete was not significantly affected by the replacement of natural aggregates by heavyweight aggregates. The use of blast furnace slag reduced the chloride ion diffusivity, but increased maximum temperature rise similar to that of plain concrete, although time to leach at maximum temperature was delayed. Fiber reinforcement and the use of heavyweight coarse aggregates caused separation of cement particles during underwater construction, so those ingredients cannot be used to make an anti-washout self-compacting heavyweight aggregate. Using blast furnace slag, magnetite, and copper slag, a concrete with the unit weight higher than 2.7 ton/m3 and with an underwater slump flow higher than 600 mm was able to be produced. Based on experimental results, the standard mix proportions of anti-washout self-compacting heavyweight concrete are suggested as; 1) 40% replacement of blast furnace slag with portland cement, 2) the size of magnetite to be less than 1.2 mm and that of copper slag to be ranged between 1.2 and 5.0 mm, 3) use of crushed stone with a maximum size of 20 mm as a coarse aggregate to maintain anti-washout property, and 4) the optimum amount of anti-washout admixture (viscosity modifying agent) and superplasticizer to be controlled at around 0.55% and 4%, respectively.