Undrained monotonic compression tests were carried out on the very loose reconstituted gravelly soil specimens with different gravel content. The shearing behavior of specimens which were prepared at very loose state by the same energy of tamping is discussed. It was observed that very loose gravelly soil specimens show contractive behavior in a wide range of gravel content. The observed behavior is explained based on the void ratio of sand and gravel portions.
|ジャーナル||Geotechnical Special Publication|
|出版ステータス||Published - 1995|
|イベント||Proceedings of the Conference of the Geotechnical Engineering Division of the ASCE in Conjunction with the ASCE Convention - San Diego, CA, USA|
継続期間: 1995 10月 22 → 1995 10月 26
ASJC Scopus subject areas