There are two main halls in the Main Palace of the Koryo Dyansty in the 11th and 12th century. One, named Hoekyongjeon, was served only for special ceremony ; hundred Buddhist priests' sermons or receiption of Chinese emperor's letters. The other one, Kondukjeon, was used as ordinary throne hall. The ordinary throne hall was built when the palace was erected at the beginning era of the Koryo Danasty, while the special ceremony hall built after the reconstruction in the 11th century. The throne hall was located at northwest side of the special ceremony hall. Audience chamber and King's bedroom were located at west and northwest side of the throne hall. The basic layout of the Palace showed unsymmetrical shape. It seemed mainly effected by its undulating terraine. The acess road from main gate to the throne hall showed zigzag way, by following a stream penetrating the site obliquely, It could be said that the Main Palace of the Koryo Danasty achieved its originality on the aspect of unsymmetrical layout and zigzag acess road, which was not found in the former palaces.

The purpose of this study is to investigate weighted compaction density according to a loading density in truck, a compaction density of solid waste and composition ratios of solid waste for calculation of a capacity of the landfill sites. The experiments for calculations of in-place density at landfill site have been conducted in S landfill site at B City. The size of vessel for measuring the compaction density was 1m3(1m×1m×1m). The experiment tests have been carried out methods (1 time for bulldozer and 4 times for compactor) that do contain all of specification at the landfill site. Average of the loading density at the landfill site was 0.264 ton/m3 (0.113～0.487 ton/m³). When the loading density for each compositions was compared, the composition of the highest average loading density (0.474 ton/m³) was miscellaneous wastes. The composition of the lowest average loading density (0.120 ton/m³) was general solid waste. The reported results indicated that the compaction density at the landfill site was 0.538 ton/m³, which was calculated with weighted incoming ratios of compositions. The ranges of the density for each composition were from 0.021 ton/m³ to 0.221 ton/m³. When the compaction density for each composition was compared, the composition with the highest average compaction density (0.221 ton/m³) was miscellaneous wastes. The composition with the lowest average compaction density (0.021 ton/m³) was general solid wastes.