學校 施設物에 대한 平板載荷 試驗에서 値數效果에 의한 地盤支持力 算定에 관한 硏究
(A) Study on Determination of the Soil-Bearing Capacity by the Size Efeect in the Plate Loading Test of School Facilities
학교 시설물 평판재하 시험 치수효과 지반지지력;
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The purpose of this thesis is to provide a foundation of a Plate Loading Test suitable for the field soil characteristics. We analyzed the changes in the ultimate bearing capacity and settlement according to different plate sizes, and reached general conclusions as follows. (1) The ultimate bearing capacity increased as the plate size increased from 10 to 40cm. (2) As the plate size increased, the bearing capacity as well as settlement tended to increase. (3) Greater bearing capacity was observed in the ground that had more gravels and sand. (4) More settlement was observed in the ground that had more clay and silt.