A study of increasing ground bearing capacity for road using geotextile-grid-cell oriented vertically
スポンサーリンク
概要
- 論文の詳細を見る
At the first stage, static triaxial compression tests were conducted on models installed singular geotextile-grid-cell and compared the difference in stress and modulus of deformation with geotextile plane installed horizontally and without geotextile. At the second stage, unconfined compression tests were conducted on the models installed plural geotextile-grid-cells in dry and wet conditions.Dynamic triaxial tests were conducted on models installed singular geotextile grid-cell.
- 国際ジオシンセティックス学会 日本支部の論文
国際ジオシンセティックス学会 日本支部 | 論文
- 二重壁構造を有する補強土壁の両面盛土への適用
- 二重壁構造をもつ垂直補強土擁壁の現場実験と数値解析
- 廃棄物処分場向け遮光性保護マットの屋外暴露挙動について
- 線状高分子混合処理土と遮水シートの境界面における遮水性の評価
- 補強土擁壁の地震時変位量計算手法の構築及び実被害事例への適用