1985 年 354 巻 p. 67-76
This paper is the study on the constructed fill-up grounds of housing lots. In part 1, the engineering properties of constructed fill-up grounds weve particularly investigated. This study was carried out in the following two ways. 1. The ground investigation data of fill-up grounds were gathered from various parts of Japan and they were got into shape concerning kinds of soils composing fill-up grounds, standard penetration test data and Swedish penetration test data etc. 2. The static and dynamic deformation characteristics of soils in fill-up grounds weve examined in the laboratory by the static and dynamic triaxial compression test.